How to apply consider braking load for bridge super structure since one has a lot of live load combinations .
Do one has to consider notional load concept as mentioned by Sye Chakroborthy with the moving load and take the envelope of it
How to apply consider braking load for bridge super structure since one has a lot of live load combinations .
Do one has to consider notional load concept as mentioned by Sye Chakroborthy with the moving load and take the envelope of it