The uniform beam is supported by two rods AB and CD that have cross-sectional areas of 12 mm? and 18 mm?, respectively. Determine the position d inm of the distributed load so that the average normal stress in each rod is the same....D4kN/mA5m

Drawing free body diagram and using equilibrium equations

Answered: The uniform beam is supported by two…

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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If Mz = 545 kip-ft, find the magnitude of the bending stress at a point H. For the beam cross section, assume a = 10 in. b = 14 in. d = 35 in. r = 5 in. The centroid of the cross section is located 16.07 in. below the uppermost surface of the beam. The moment of inertia about the z axis is 44269 in.4.
The figure which is in equilibrium under the forces P and F = 42 kN inclined at θ= 48o, is supported by a pin at D. Determine the shear stress in the pin if it is 21-mm-diameter.
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Q1(c) A horizontal force P with a magnitude of 600 N is applied to the end lever of flipped L shape with diameter of 30 mm, 250 mm height and 450 mm length. Prove that the shearing force P does not cause any shearing stress at point C and principal stresses are as shown in Figure Q1(b).

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