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force distribution in shear wall

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Dear Sir
We have modeled 18.45 X 10.66 X 0.20 m RCC BOX along with 5.00 X 0.20 m walls as shown in attached PDF as well as in Plate Element with shear wall with master slave-2.std file
We wanted to know the applied external force distribution in X & Z direction as per the each element stiffness. For that please see attached STAAD QUERY.PDF file.  Manually calculated forces are not matching with STAAD results.
Request you to please give us your valuable feedback along with calculation for STAAD results. 
Thanks & Regards,
Kishor Patil
Shear wall alone .std
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 08-Nov-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
535 0 0 7.14; 543 0 5 7.14; 1598 5 0 7.14; 1602 5 5 7.14; 2599 0 8.2 7.14;
2601 5 8.2 7.14; 2605 0 11.4 7.14; 2607 5 11.4 7.14; 2611 0 14.6 7.14;
2613 5 14.6 7.14; 2617 0 17.8 7.14; 2619 5 17.8 7.14; 2623 0 21 7.14;
2625 5 21 7.14; 2629 0 24.2 7.14; 2631 5 24.2 7.14; 2635 0 27.4 7.14;
2637 5 27.4 7.14; 2641 0 30.6 7.14; 2643 5 30.6 7.14; 2647 0 33.8 7.14;
2649 5 33.8 7.14; 2653 0 37 7.14; 2655 5 37 7.14; 2659 0 41.5 7.14;
2661 5 41.5 7.14;
ELEMENT INCIDENCES SHELL
8254 543 1602 1598 535; 8260 2599 2601 1602 543; 8266 2605 2607 2601 2599;
8272 2611 2613 2607 2605; 8278 2617 2619 2613 2611; 8284 2623 2625 2619 2617;
8290 2629 2631 2625 2623; 8296 2635 2637 2631 2629; 8302 2641 2643 2637 2635;
8308 2647 2649 2643 2641; 8314 2653 2655 2649 2647; 8320 2659 2661 2655 2653;
*******************************************************************
ELEMENT PROPERTY
8254 8260 8266 8272 8278 8284 8290 8296 8302 8308 8314 8320 THICKNESS 0.2
*E 3.575e+007
*POISSON 0.17
*DENSITY 23.5616
*ALPHA 1e-005
*DAMP 0.05
*TYPE CONCRETE
*STRENGTH FCU 50000
**********************************************************************
************************************************************************
DEFINE MATERIAL START
ISOTROPIC CONCRETE
*E 2.17185e+007
E 3.575e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 50000
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
535 1598 FIXED
**********************
LOAD 9 WL1
JOINT LOAD
*543 546 2599 2600 2605 2606 2611 2612 2617 2618 2623 2624 2629 2630 2635 2636 -
*2641 2642 2647 2648 2653 2654 2659 2660 FX 83.9875
2659 FX 1000
*********************
LOAD 12 WL2
PERFORM ANALYSIS
FINISH
Plate element alone
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 08-Nov-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
535 11.625 0 7.14; 538 11.625 0 17.6; 543 11.625 5 7.14; 546 11.625 5 17.6;
1598 20.75 0 7.14; 1599 20.75 0 17.6; 1602 20.75 5 7.14; 1603 20.75 5 17.6;
2587 29.875 0 7.14; 2590 29.875 0 17.6; 2595 29.875 5 7.14; 2598 29.875 5 17.6;
2599 11.625 8.2 7.14; 2600 11.625 8.2 17.6; 2601 20.75 8.2 7.14;
2602 20.75 8.2 17.6; 2603 29.875 8.2 7.14; 2604 29.875 8.2 17.6;
2605 11.625 11.4 7.14; 2606 11.625 11.4 17.6; 2607 20.75 11.4 7.14;
2608 20.75 11.4 17.6; 2609 29.875 11.4 7.14; 2610 29.875 11.4 17.6;
2611 11.625 14.6 7.14; 2612 11.625 14.6 17.6; 2613 20.75 14.6 7.14;
2614 20.75 14.6 17.6; 2615 29.875 14.6 7.14; 2616 29.875 14.6 17.6;
2617 11.625 17.8 7.14; 2618 11.625 17.8 17.6; 2619 20.75 17.8 7.14;
2620 20.75 17.8 17.6; 2621 29.875 17.8 7.14; 2622 29.875 17.8 17.6;
2623 11.625 21 7.14; 2624 11.625 21 17.6; 2625 20.75 21 7.14;
2626 20.75 21 17.6; 2627 29.875 21 7.14; 2628 29.875 21 17.6;
2629 11.625 24.2 7.14; 2630 11.625 24.2 17.6; 2631 20.75 24.2 7.14;
2632 20.75 24.2 17.6; 2633 29.875 24.2 7.14; 2634 29.875 24.2 17.6;
2635 11.625 27.4 7.14; 2636 11.625 27.4 17.6; 2637 20.75 27.4 7.14;
2638 20.75 27.4 17.6; 2639 29.875 27.4 7.14; 2640 29.875 27.4 17.6;
2641 11.625 30.6 7.14; 2642 11.625 30.6 17.6; 2643 20.75 30.6 7.14;
2644 20.75 30.6 17.6; 2645 29.875 30.6 7.14; 2646 29.875 30.6 17.6;
2647 11.625 33.8 7.14; 2648 11.625 33.8 17.6; 2649 20.75 33.8 7.14;
2650 20.75 33.8 17.6; 2651 29.875 33.8 7.14; 2652 29.875 33.8 17.6;
2653 11.625 37 7.14; 2654 11.625 37 17.6; 2655 20.75 37 7.14;
2656 20.75 37 17.6; 2657 29.875 37 7.14; 2658 29.875 37 17.6;
2659 11.625 41.5 7.14; 2660 11.625 41.5 17.6; 2661 20.75 41.5 7.14;
2662 20.75 41.5 17.6; 2663 29.875 41.5 7.14; 2664 29.875 41.5 17.6;
ELEMENT INCIDENCES SHELL
8253 535 543 546 538; 8254 543 1602 1598 535; 8255 2595 2598 2590 2587;
8256 1602 2595 2587 1598; 8257 546 1603 1599 538; 8258 1603 2598 2590 1599;
8259 543 2599 2600 546; 8260 2599 2601 1602 543; 8261 2603 2604 2598 2595;
8262 2601 2603 2595 1602; 8263 2600 2602 1603 546; 8264 2602 2604 2598 1603;
8265 2599 2605 2606 2600; 8266 2605 2607 2601 2599; 8267 2609 2610 2604 2603;
8268 2607 2609 2603 2601; 8269 2606 2608 2602 2600; 8270 2608 2610 2604 2602;
8271 2605 2611 2612 2606; 8272 2611 2613 2607 2605; 8273 2615 2616 2610 2609;
8274 2613 2615 2609 2607; 8275 2612 2614 2608 2606; 8276 2614 2616 2610 2608;
8277 2611 2617 2618 2612; 8278 2617 2619 2613 2611; 8279 2621 2622 2616 2615;
8280 2619 2621 2615 2613; 8281 2618 2620 2614 2612; 8282 2620 2622 2616 2614;
8283 2617 2623 2624 2618; 8284 2623 2625 2619 2617; 8285 2627 2628 2622 2621;
8286 2625 2627 2621 2619; 8287 2624 2626 2620 2618; 8288 2626 2628 2622 2620;
8289 2623 2629 2630 2624; 8290 2629 2631 2625 2623; 8291 2633 2634 2628 2627;
8292 2631 2633 2627 2625; 8293 2630 2632 2626 2624; 8294 2632 2634 2628 2626;
8295 2629 2635 2636 2630; 8296 2635 2637 2631 2629; 8297 2639 2640 2634 2633;
8298 2637 2639 2633 2631; 8299 2636 2638 2632 2630; 8300 2638 2640 2634 2632;
8301 2635 2641 2642 2636; 8302 2641 2643 2637 2635; 8303 2645 2646 2640 2639;
8304 2643 2645 2639 2637; 8305 2642 2644 2638 2636; 8306 2644 2646 2640 2638;
8307 2641 2647 2648 2642; 8308 2647 2649 2643 2641; 8309 2651 2652 2646 2645;
8310 2649 2651 2645 2643; 8311 2648 2650 2644 2642; 8312 2650 2652 2646 2644;
8313 2647 2653 2654 2648; 8314 2653 2655 2649 2647; 8315 2657 2658 2652 2651;
8316 2655 2657 2651 2649; 8317 2654 2656 2650 2648; 8318 2656 2658 2652 2650;
8319 2653 2659 2660 2654; 8320 2659 2661 2655 2653; 8321 2663 2664 2658 2657;
8322 2661 2663 2657 2655; 8323 2660 2662 2656 2654; 8324 2662 2664 2658 2656;
*******************************************************************
ELEMENT PROPERTY
8253 TO 8324 THICKNESS 0.2
*E 3.575e+007
*POISSON 0.17
*DENSITY 23.5616
*ALPHA 1e-005
*DAMP 0.05
*TYPE CONCRETE
*STRENGTH FCU 50000
**********************************************************************
************************************************************************
DEFINE MATERIAL START
ISOTROPIC CONCRETE
*E 2.17185e+007
E 3.575e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 50000
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
535 538 1598 1599 2587 2590 FIXED
**********************
LOAD 9 WL1
JOINT LOAD
*543 546 2599 2600 2605 2606 2611 2612 2617 2618 2623 2624 2629 2630 2635 2636 -
*2641 2642 2647 2648 2653 2654 2659 2660 FX 83.9875
2659 2660 FX 500
*********************
LOAD 12 WL2
JOINT LOAD
*543 2595 2599 2603 2605 2609 2611 2615 2617 2621 2623 2627 2629 2633 2635 -
*2639 2641 2645 2647 2651 2653 2657 2659 2663 FZ 115.021
2659 2663 FZ 500
PERFORM ANALYSIS
FINISH
Plate Element with shear wall with master slave-2.std
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 08-Nov-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
535 11.625 0 7.14; 538 11.625 0 17.6; 543 11.625 5 7.14; 546 11.625 5 17.6;
1598 20.75 0 7.14; 1599 20.75 0 17.6; 1602 20.75 5 7.14; 1603 20.75 5 17.6;
2587 29.875 0 7.14; 2590 29.875 0 17.6; 2595 29.875 5 7.14; 2598 29.875 5 17.6;
2599 11.625 8.2 7.14; 2600 11.625 8.2 17.6; 2601 20.75 8.2 7.14;
2602 20.75 8.2 17.6; 2603 29.875 8.2 7.14; 2604 29.875 8.2 17.6;
2605 11.625 11.4 7.14; 2606 11.625 11.4 17.6; 2607 20.75 11.4 7.14;
2608 20.75 11.4 17.6; 2609 29.875 11.4 7.14; 2610 29.875 11.4 17.6;
2611 11.625 14.6 7.14; 2612 11.625 14.6 17.6; 2613 20.75 14.6 7.14;
2614 20.75 14.6 17.6; 2615 29.875 14.6 7.14; 2616 29.875 14.6 17.6;
2617 11.625 17.8 7.14; 2618 11.625 17.8 17.6; 2619 20.75 17.8 7.14;
2620 20.75 17.8 17.6; 2621 29.875 17.8 7.14; 2622 29.875 17.8 17.6;
2623 11.625 21 7.14; 2624 11.625 21 17.6; 2625 20.75 21 7.14;
2626 20.75 21 17.6; 2627 29.875 21 7.14; 2628 29.875 21 17.6;
2629 11.625 24.2 7.14; 2630 11.625 24.2 17.6; 2631 20.75 24.2 7.14;
2632 20.75 24.2 17.6; 2633 29.875 24.2 7.14; 2634 29.875 24.2 17.6;
2635 11.625 27.4 7.14; 2636 11.625 27.4 17.6; 2637 20.75 27.4 7.14;
2638 20.75 27.4 17.6; 2639 29.875 27.4 7.14; 2640 29.875 27.4 17.6;
2641 11.625 30.6 7.14; 2642 11.625 30.6 17.6; 2643 20.75 30.6 7.14;
2644 20.75 30.6 17.6; 2645 29.875 30.6 7.14; 2646 29.875 30.6 17.6;
2647 11.625 33.8 7.14; 2648 11.625 33.8 17.6; 2649 20.75 33.8 7.14;
2650 20.75 33.8 17.6; 2651 29.875 33.8 7.14; 2652 29.875 33.8 17.6;
2653 11.625 37 7.14; 2654 11.625 37 17.6; 2655 20.75 37 7.14;
2656 20.75 37 17.6; 2657 29.875 37 7.14; 2658 29.875 37 17.6;
2659 11.625 41.5 7.14; 2660 11.625 41.5 17.6; 2661 20.75 41.5 7.14;
2662 20.75 41.5 17.6; 2663 29.875 41.5 7.14; 2664 29.875 41.5 17.6;
2665 -3.375 5 7.14; 2666 1.625 5 7.14; 2667 1.625 0 7.14; 2668 -3.375 0 7.14;
2669 -3.375 5 17.6; 2670 1.625 5 17.6; 2671 1.625 0 17.6; 2672 -3.375 0 17.6;
2673 -3.375 8.2 7.14; 2674 1.625 8.2 7.14; 2675 -3.375 8.2 17.6;
2676 1.625 8.2 17.6; 2677 -3.375 11.4 7.14; 2678 1.625 11.4 7.14;
2679 -3.375 11.4 17.6; 2680 1.625 11.4 17.6; 2681 -3.375 14.6 7.14;
2682 1.625 14.6 7.14; 2683 -3.375 14.6 17.6; 2684 1.625 14.6 17.6;
2685 -3.375 17.8 7.14; 2686 1.625 17.8 7.14; 2687 -3.375 17.8 17.6;
2688 1.625 17.8 17.6; 2689 -3.375 21 7.14; 2690 1.625 21 7.14;
2691 -3.375 21 17.6; 2692 1.625 21 17.6; 2693 -3.375 24.2 7.14;
2694 1.625 24.2 7.14; 2695 -3.375 24.2 17.6; 2696 1.625 24.2 17.6;
2697 -3.375 27.4 7.14; 2698 1.625 27.4 7.14; 2699 -3.375 27.4 17.6;
2700 1.625 27.4 17.6; 2701 -3.375 30.6 7.14; 2702 1.625 30.6 7.14;
2703 -3.375 30.6 17.6; 2704 1.625 30.6 17.6; 2705 -3.375 33.8 7.14;
2706 1.625 33.8 7.14; 2707 -3.375 33.8 17.6; 2708 1.625 33.8 17.6;
2709 -3.375 37 7.14; 2710 1.625 37 7.14; 2711 -3.375 37 17.6;
2712 1.625 37 17.6; 2713 -3.375 41.5 7.14; 2714 1.625 41.5 7.14;
2715 -3.375 41.5 17.6; 2716 1.625 41.5 17.6; 2717 11.625 0 -7.86;
2718 11.625 5 -7.86; 2719 11.625 5 -2.86; 2720 11.625 0 -2.86;
2721 29.875 5 -7.86; 2722 29.875 5 -2.86; 2723 29.875 0 -2.86;
2724 29.875 0 -7.86; 2725 11.625 8.2 -7.86; 2726 11.625 8.2 -2.86;
2727 29.875 8.2 -7.86; 2728 29.875 8.2 -2.86; 2729 11.625 11.4 -7.86;
2730 11.625 11.4 -2.86; 2731 29.875 11.4 -7.86; 2732 29.875 11.4 -2.86;
2733 11.625 14.6 -7.86; 2734 11.625 14.6 -2.86; 2735 29.875 14.6 -7.86;
2736 29.875 14.6 -2.86; 2737 11.625 17.8 -7.86; 2738 11.625 17.8 -2.86;
2739 29.875 17.8 -7.86; 2740 29.875 17.8 -2.86; 2741 11.625 21 -7.86;
2742 11.625 21 -2.86; 2743 29.875 21 -7.86; 2744 29.875 21 -2.86;
2745 11.625 24.2 -7.86; 2746 11.625 24.2 -2.86; 2747 29.875 24.2 -7.86;
2748 29.875 24.2 -2.86; 2749 11.625 27.4 -7.86; 2750 11.625 27.4 -2.86;
2751 29.875 27.4 -7.86; 2752 29.875 27.4 -2.86; 2753 11.625 30.6 -7.86;
2754 11.625 30.6 -2.86; 2755 29.875 30.6 -7.86; 2756 29.875 30.6 -2.86;
2757 11.625 33.8 -7.86; 2758 11.625 33.8 -2.86; 2759 29.875 33.8 -7.86;
2760 29.875 33.8 -2.86; 2761 11.625 37 -7.86; 2762 11.625 37 -2.86;
2763 29.875 37 -7.86; 2764 29.875 37 -2.86; 2765 11.625 41.5 -7.86;
2766 11.625 41.5 -2.86; 2767 29.875 41.5 -7.86; 2768 29.875 41.5 -2.86;
2769 44.875 5 7.14; 2770 39.875 5 7.14; 2771 39.875 0 7.14; 2772 44.875 0 7.14;
2773 44.875 5 17.6; 2774 39.875 5 17.6; 2775 39.875 0 17.6; 2776 44.875 0 17.6;
2777 44.875 8.2 7.14; 2778 39.875 8.2 7.14; 2779 44.875 8.2 17.6;
2780 39.875 8.2 17.6; 2781 44.875 11.4 7.14; 2782 39.875 11.4 7.14;
2783 44.875 11.4 17.6; 2784 39.875 11.4 17.6; 2785 44.875 14.6 7.14;
2786 39.875 14.6 7.14; 2787 44.875 14.6 17.6; 2788 39.875 14.6 17.6;
2789 44.875 17.8 7.14; 2790 39.875 17.8 7.14; 2791 44.875 17.8 17.6;
2792 39.875 17.8 17.6; 2793 44.875 21 7.14; 2794 39.875 21 7.14;
2795 44.875 21 17.6; 2796 39.875 21 17.6; 2797 44.875 24.2 7.14;
2798 39.875 24.2 7.14; 2799 44.875 24.2 17.6; 2800 39.875 24.2 17.6;
2801 44.875 27.4 7.14; 2802 39.875 27.4 7.14; 2803 44.875 27.4 17.6;
2804 39.875 27.4 17.6; 2805 44.875 30.6 7.14; 2806 39.875 30.6 7.14;
2807 44.875 30.6 17.6; 2808 39.875 30.6 17.6; 2809 44.875 33.8 7.14;
2810 39.875 33.8 7.14; 2811 44.875 33.8 17.6; 2812 39.875 33.8 17.6;
2813 44.875 37 7.14; 2814 39.875 37 7.14; 2815 44.875 37 17.6;
2816 39.875 37 17.6; 2817 44.875 41.5 7.14; 2818 39.875 41.5 7.14;
2819 44.875 41.5 17.6; 2820 39.875 41.5 17.6; 2822 11.625 0 32.6;
2823 11.625 5 32.6; 2824 11.625 5 27.6; 2825 11.625 0 27.6; 2826 29.875 5 32.6;
2827 29.875 5 27.6; 2828 29.875 0 27.6; 2829 29.875 0 32.6;
2830 11.625 8.2 32.6; 2831 11.625 8.2 27.6; 2832 29.875 8.2 32.6;
2833 29.875 8.2 27.6; 2834 11.625 11.4 32.6; 2835 11.625 11.4 27.6;
2836 29.875 11.4 32.6; 2837 29.875 11.4 27.6; 2838 11.625 14.6 32.6;
2839 11.625 14.6 27.6; 2840 29.875 14.6 32.6; 2841 29.875 14.6 27.6;
2842 11.625 17.8 32.6; 2843 11.625 17.8 27.6; 2844 29.875 17.8 32.6;
2845 29.875 17.8 27.6; 2846 11.625 21 32.6; 2847 11.625 21 27.6;
2848 29.875 21 32.6; 2849 29.875 21 27.6; 2850 11.625 24.2 32.6;
2851 11.625 24.2 27.6; 2852 29.875 24.2 32.6; 2853 29.875 24.2 27.6;
2854 11.625 27.4 32.6; 2855 11.625 27.4 27.6; 2856 29.875 27.4 32.6;
2857 29.875 27.4 27.6; 2858 11.625 30.6 32.6; 2859 11.625 30.6 27.6;
2860 29.875 30.6 32.6; 2861 29.875 30.6 27.6; 2862 11.625 33.8 32.6;
2863 11.625 33.8 27.6; 2864 29.875 33.8 32.6; 2865 29.875 33.8 27.6;
2866 11.625 37 32.6; 2867 11.625 37 27.6; 2868 29.875 37 32.6;
2869 29.875 37 27.6; 2870 11.625 41.5 32.6; 2871 11.625 41.5 27.6;
2872 29.875 41.5 32.6; 2873 29.875 41.5 27.6;
MEMBER INCIDENCES
8373 2670 546; 8374 2666 543; 8375 2676 2600; 8376 2674 2599; 8377 2680 2606;
8378 2678 2605; 8379 2684 2612; 8380 2682 2611; 8381 2688 2618; 8382 2686 2617;
8383 2692 2624; 8384 2690 2623; 8385 2696 2630; 8386 2694 2629; 8387 2700 2636;
8388 2698 2635; 8389 2704 2642; 8390 2702 2641; 8391 2708 2648; 8392 2706 2647;
8393 2712 2654; 8394 2710 2653; 8395 2716 2660; 8396 2714 2659; 8397 2667 535;
8398 2671 538; 8399 2720 535; 8400 2723 2587; 8401 2719 543; 8402 2722 2595;
8403 2726 2599; 8404 2728 2603; 8405 2730 2605; 8406 2732 2609; 8407 2734 2611;
8408 2736 2615; 8409 2738 2617; 8410 2740 2621; 8411 2742 2623; 8412 2744 2627;
8413 2746 2629; 8414 2748 2633; 8415 2750 2635; 8416 2752 2639; 8417 2754 2641;
8418 2756 2645; 8419 2758 2647; 8420 2760 2651; 8421 2762 2653; 8422 2764 2657;
8423 2766 2659; 8424 2768 2663; 8425 2774 2598; 8426 2770 2595; 8427 2780 2604;
8428 2778 2603; 8429 2784 2610; 8430 2782 2609; 8431 2788 2616; 8432 2786 2615;
8433 2792 2622; 8434 2790 2621; 8435 2796 2628; 8436 2794 2627; 8437 2800 2634;
8438 2798 2633; 8439 2804 2640; 8440 2802 2639; 8441 2808 2646; 8442 2806 2645;
8443 2812 2652; 8444 2810 2651; 8445 2816 2658; 8446 2814 2657; 8447 2820 2664;
8448 2818 2663; 8449 2771 2587; 8450 2775 2590; 8477 2825 538; 8478 2828 2590;
8479 2824 546; 8480 2827 2598; 8481 2831 2600; 8482 2833 2604; 8483 2835 2606;
8484 2837 2610; 8485 2839 2612; 8486 2841 2616; 8487 2843 2618; 8488 2845 2622;
8489 2847 2624; 8490 2849 2628; 8491 2851 2630; 8492 2853 2634; 8493 2855 2636;
8494 2857 2640; 8495 2859 2642; 8496 2861 2646; 8497 2863 2648; 8498 2865 2652;
8499 2867 2654; 8500 2869 2658; 8501 2871 2660; 8502 2873 2664;
ELEMENT INCIDENCES SHELL
8253 535 543 546 538; 8254 543 1602 1598 535; 8255 2595 2598 2590 2587;
8256 1602 2595 2587 1598; 8257 546 1603 1599 538; 8258 1603 2598 2590 1599;
8259 543 2599 2600 546; 8260 2599 2601 1602 543; 8261 2603 2604 2598 2595;
8262 2601 2603 2595 1602; 8263 2600 2602 1603 546; 8264 2602 2604 2598 1603;
8265 2599 2605 2606 2600; 8266 2605 2607 2601 2599; 8267 2609 2610 2604 2603;
8268 2607 2609 2603 2601; 8269 2606 2608 2602 2600; 8270 2608 2610 2604 2602;
8271 2605 2611 2612 2606; 8272 2611 2613 2607 2605; 8273 2615 2616 2610 2609;
8274 2613 2615 2609 2607; 8275 2612 2614 2608 2606; 8276 2614 2616 2610 2608;
8277 2611 2617 2618 2612; 8278 2617 2619 2613 2611; 8279 2621 2622 2616 2615;
8280 2619 2621 2615 2613; 8281 2618 2620 2614 2612; 8282 2620 2622 2616 2614;
8283 2617 2623 2624 2618; 8284 2623 2625 2619 2617; 8285 2627 2628 2622 2621;
8286 2625 2627 2621 2619; 8287 2624 2626 2620 2618; 8288 2626 2628 2622 2620;
8289 2623 2629 2630 2624; 8290 2629 2631 2625 2623; 8291 2633 2634 2628 2627;
8292 2631 2633 2627 2625; 8293 2630 2632 2626 2624; 8294 2632 2634 2628 2626;
8295 2629 2635 2636 2630; 8296 2635 2637 2631 2629; 8297 2639 2640 2634 2633;
8298 2637 2639 2633 2631; 8299 2636 2638 2632 2630; 8300 2638 2640 2634 2632;
8301 2635 2641 2642 2636; 8302 2641 2643 2637 2635; 8303 2645 2646 2640 2639;
8304 2643 2645 2639 2637; 8305 2642 2644 2638 2636; 8306 2644 2646 2640 2638;
8307 2641 2647 2648 2642; 8308 2647 2649 2643 2641; 8309 2651 2652 2646 2645;
8310 2649 2651 2645 2643; 8311 2648 2650 2644 2642; 8312 2650 2652 2646 2644;
8313 2647 2653 2654 2648; 8314 2653 2655 2649 2647; 8315 2657 2658 2652 2651;
8316 2655 2657 2651 2649; 8317 2654 2656 2650 2648; 8318 2656 2658 2652 2650;
8319 2653 2659 2660 2654; 8320 2659 2661 2655 2653; 8321 2663 2664 2658 2657;
8322 2661 2663 2657 2655; 8323 2660 2662 2656 2654; 8324 2662 2664 2658 2656;
8325 2665 2666 2667 2668; 8326 2669 2670 2671 2672; 8327 2673 2674 2666 2665;
8328 2675 2676 2670 2669; 8329 2677 2678 2674 2673; 8330 2679 2680 2676 2675;
8331 2681 2682 2678 2677; 8332 2683 2684 2680 2679; 8333 2685 2686 2682 2681;
8334 2687 2688 2684 2683; 8335 2689 2690 2686 2685; 8336 2691 2692 2688 2687;
8337 2693 2694 2690 2689; 8338 2695 2696 2692 2691; 8339 2697 2698 2694 2693;
8340 2699 2700 2696 2695; 8341 2701 2702 2698 2697; 8342 2703 2704 2700 2699;
8343 2705 2706 2702 2701; 8344 2707 2708 2704 2703; 8345 2709 2710 2706 2705;
8346 2711 2712 2708 2707; 8347 2713 2714 2710 2709; 8348 2715 2716 2712 2711;
8349 2717 2718 2719 2720; 8350 2721 2722 2723 2724; 8351 2718 2725 2726 2719;
8352 2727 2728 2722 2721; 8353 2725 2729 2730 2726; 8354 2731 2732 2728 2727;
8355 2729 2733 2734 2730; 8356 2735 2736 2732 2731; 8357 2733 2737 2738 2734;
8358 2739 2740 2736 2735; 8359 2737 2741 2742 2738; 8360 2743 2744 2740 2739;
8361 2741 2745 2746 2742; 8362 2747 2748 2744 2743; 8363 2745 2749 2750 2746;
8364 2751 2752 2748 2747; 8365 2749 2753 2754 2750; 8366 2755 2756 2752 2751;
8367 2753 2757 2758 2754; 8368 2759 2760 2756 2755; 8369 2757 2761 2762 2758;
8370 2763 2764 2760 2759; 8371 2761 2765 2766 2762; 8372 2767 2768 2764 2763;
8451 2769 2770 2771 2772; 8452 2773 2774 2775 2776; 8453 2777 2778 2770 2769;
8454 2779 2780 2774 2773; 8455 2781 2782 2778 2777; 8456 2783 2784 2780 2779;
8457 2785 2786 2782 2781; 8458 2787 2788 2784 2783; 8459 2789 2790 2786 2785;
8460 2791 2792 2788 2787; 8461 2793 2794 2790 2789; 8462 2795 2796 2792 2791;
8463 2797 2798 2794 2793; 8464 2799 2800 2796 2795; 8465 2801 2802 2798 2797;
8466 2803 2804 2800 2799; 8467 2805 2806 2802 2801; 8468 2807 2808 2804 2803;
8469 2809 2810 2806 2805; 8470 2811 2812 2808 2807; 8471 2813 2814 2810 2809;
8472 2815 2816 2812 2811; 8473 2817 2818 2814 2813; 8474 2819 2820 2816 2815;
8503 2822 2823 2824 2825; 8504 2826 2827 2828 2829; 8505 2823 2830 2831 2824;
8506 2832 2833 2827 2826; 8507 2830 2834 2835 2831; 8508 2836 2837 2833 2832;
8509 2834 2838 2839 2835; 8510 2840 2841 2837 2836; 8511 2838 2842 2843 2839;
8512 2844 2845 2841 2840; 8513 2842 2846 2847 2843; 8514 2848 2849 2845 2844;
8515 2846 2850 2851 2847; 8516 2852 2853 2849 2848; 8517 2850 2854 2855 2851;
8518 2856 2857 2853 2852; 8519 2854 2858 2859 2855; 8520 2860 2861 2857 2856;
8521 2858 2862 2863 2859; 8522 2864 2865 2861 2860; 8523 2862 2866 2867 2863;
8524 2868 2869 2865 2864; 8525 2866 2870 2871 2867; 8526 2872 2873 2869 2868;
*******************************************************************
ELEMENT PROPERTY
8253 TO 8372 8451 TO 8474 8503 TO 8526 THICKNESS 0.2
*E 3.575e+007
*POISSON 0.17
*DENSITY 23.5616
*ALPHA 1e-005
*DAMP 0.05
*TYPE CONCRETE
*STRENGTH FCU 50000
**********************************************************************
************************************************************************
DEFINE MATERIAL START
ISOTROPIC CONCRETE
*E 2.17185e+007
E 3.575e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 50000
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY BRITISH
8373 TO 8450 8477 TO 8502 TABLE ST UB127X76X13
CONSTANTS
MATERIAL CONCRETE MEMB 8253 TO 8372 8451 TO 8474 8503 TO 8526
MATERIAL STEEL MEMB 8373 TO 8450 8477 TO 8502
SUPPORTS
535 538 1598 1599 2587 2590 2667 2668 2671 2672 2717 2720 2723 2724 2771 2772 -
2775 2776 2822 2825 2828 2829 FIXED
**********************
MEMBER TRUSS
8373 TO 8450 8477 TO 8502
SLAVE ZX MASTER 543 JOINT 543 546 1602 1603 2595 2598 2665 2666 2669 2670 -
2718 2719 2721 2722 2769 2770 2773 2774 2823 2824 2826 2827
SLAVE ZX MASTER 2599 JOINT 2599 TO 2604 2673 TO 2676 2725 TO 2728 -
2777 TO 2780 2830 TO 2833
SLAVE ZX MASTER 2605 JOINT 2605 TO 2610 2677 TO 2680 2729 TO 2732 -
2781 TO 2784 2834 TO 2837
SLAVE ZX MASTER 2611 JOINT 2611 TO 2616 2681 TO 2684 2733 TO 2736 -
2785 TO 2788 2838 TO 2841
SLAVE ZX MASTER 2617 JOINT 2617 TO 2622 2685 TO 2688 2737 TO 2740 -
2789 TO 2792 2842 TO 2845
SLAVE ZX MASTER 2623 JOINT 2623 TO 2628 2689 TO 2692 2741 TO 2744 -
2793 TO 2796 2846 TO 2849
SLAVE ZX MASTER 2629 JOINT 2629 TO 2634 2693 TO 2696 2745 TO 2748 -
2797 TO 2800 2850 TO 2853
SLAVE ZX MASTER 2635 JOINT 2635 TO 2640 2697 TO 2700 2749 TO 2752 -
2801 TO 2804 2854 TO 2857
SLAVE ZX MASTER 2641 JOINT 2641 TO 2646 2701 TO 2704 2753 TO 2756 -
2805 TO 2808 2858 TO 2861
SLAVE ZX MASTER 2647 JOINT 2647 TO 2652 2705 TO 2708 2757 TO 2760 -
2809 TO 2812 2862 TO 2865
SLAVE ZX MASTER 2653 JOINT 2653 TO 2658 2709 TO 2712 2761 TO 2764 -
2813 TO 2816 2866 TO 2869
SLAVE ZX MASTER 2659 JOINT 2659 TO 2664 2713 TO 2716 2765 TO 2768 -
2817 TO 2820 2870 TO 2873
CUT OFF MODE SHAPE 6
LOAD 9 WL1
JOINT LOAD
2665 2669 2673 2675 2677 2679 2681 2683 2685 2687 2689 2691 2693 2695 2697 -
2699 2701 2703 2705 2707 2709 2711 2713 2715 FX 83.9875
*2659 2660 FX 500
*********************
LOAD 12 WL2
JOINT LOAD
2718 2721 2725 2727 2729 2731 2733 2735 2737 2739 2741 2743 2745 2747 2749 -
2751 2753 2755 2757 2759 2761 2763 2765 2767 FZ 115.021
*2659 2663 FZ 500
PERFORM ANALYSIS
PRINT MODE SHAPES
FINISH(Please visit the site to view this file)

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