engineering recuitment UPPSC AE Mock Test 2024 Design of Steel Structures Tension Member

The shear lag effect in beam flanges is disregarded when the width of flange with outstand supported along one edge is less than or equal to (Here L₀ is the length between points of zero moment in the span)

1

Lo / 10

2

L_o/ 15

3

Lo / 20

4

Lo

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