The figure (all dimension are in mm) below shows an I-section of the beam. The shear stress at point P (very close to the bottom of the flange) is 12 MPa. The stress at point Q In the web (very close to the flange) is: N'-- 100 P Q 20 T 20 100 80 184 8 20 40 - N K (a) Indeterminable due to incomplete data (6) 60 MPa (c) 18 MPa (d) 12 MPa

The figure (all dimension are in mm) below shows an I-section of the beam. The shear stress at point P (very close to the bottom of the flange) is 12 MPa. The stress at point Q In the web (very close to the flange) is: N'-- 100 P Q 20 T 20 100 80 184 8 20 40 - N K (a) Indeterminable due to incomplete data (6) 60 MPa (c) 18 MPa (d) 12 MPa

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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