Q1: For the interior beam B of the slab system shown, with section shown, check the beam adequacy for shear at critical Slab thickness .=150 mm , section. , f = 27 MPa, d=415mm f, = 410 MPa. Wa = 5.19 KN /m, w =4.86 KN/m2 All columns= 300* 300 mm, 600 1150 3ф 20 540 #13@150 stirrups 60 20 85 14 6 m 6 m

Q1: For the interior beam B of the slab system shown, with section shown, check the beam adequacy for shear at critical Slab thickness .=150 mm , section. , f = 27 MPa, d=415mm f, = 410 MPa. Wa = 5.19 KN /m, w =4.86 KN/m2 All columns= 300* 300 mm, 600 1150 3ф 20 540 #13@150 stirrups 60 20 85 14 6 m 6 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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