The cantilever beam is subjected to a concentrated load of P=41 kips. The cross-sectional dimensions of the wide flange shape are shown in the second figure. Assume YH37 in, yK 25 in., d= 14.4 in, tw0.389 in, ty= 0.575 in, by= 7.15 in Determine (a) the maximum horizontal shear stress i max in the wide-flange shape. Answers ksi T max ROUND OFF ANSWER TO 2 DECIMAL PLACES

The cantilever beam is subjected to a concentrated load of P=41 kips. The cross-sectional dimensions of the wide flange shape are shown in the second figure. Assume YH37 in, yK 25 in., d= 14.4 in, tw0.389 in, ty= 0.575 in, by= 7.15 in Determine (a) the maximum horizontal shear stress i max in the wide-flange shape. Answers ksi T max ROUND OFF ANSWER TO 2 DECIMAL PLACES

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

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