Respected sir, In calculation effective width for shear force, the value of "X" is taken not clear (i.e the length of track is 4.57m in long direction), therefore 4.57/2 is 2.285. But in calculation you have taken dispersion width of bending moment (i.e) 6.47. As per above calculation dispersion width is considered for Value "X" then X= 6.47/2 = 3.235 should consider but in calculation 2.385 is considered for clarification please see video at (10.20 mints). Please clarify the above doubt.
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Thank you so much sir... pls do multy storey building.. design in manually
Respected sir,
In calculation effective width for shear force, the value of "X" is taken not clear (i.e the length of track is 4.57m in long direction), therefore 4.57/2 is 2.285. But in calculation you have taken dispersion width of bending moment (i.e) 6.47. As per above calculation dispersion width is considered for Value "X" then X= 6.47/2 = 3.235 should consider but in calculation 2.385 is considered for clarification please see video at (10.20 mints). Please clarify the above doubt.
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I want to know that,bridge (abutment:Base & abutment wall & wing wall & abutment cap) steel calculation
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