575. Determine the maximum and minimum shearing stress in the web of the wide flange section in Fig. P-575 if V = 100 kN. Also, compute the percentage of vertical shear carried only by the web of the beam. Ans. Max. 7= 30.5 MPa; Min. = 23.5 MPa; 90.2% -120 mm- 20 mm 160 mm 20 mm Figure P-575 and P-576 576. Rework Prob. 575 assuming that the web is 200 min instead of 160 mm. IST

575. Determine the maximum and minimum shearing stress in the web of the wide flange section in Fig. P-575 if V = 100 kN. Also, compute the percentage of vertical shear carried only by the web of the beam. Ans. Max. 7= 30.5 MPa; Min. = 23.5 MPa; 90.2% -120 mm- 20 mm 160 mm 20 mm Figure P-575 and P-576 576. Rework Prob. 575 assuming that the web is 200 min instead of 160 mm. IST

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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