Knowing that P-96 kips, determine the largest distance a for which the maximum compressive stress does...
The answer to a is NOT 2.37 in.
The hint is " The applied load does not act at the section
centroid. The loading is then eccentric, bending moments are
generated about the x and z axis, and the stress is the
superposition of the axial and two bending stresses. Locate the
point of max compressive stress and write the max stress equation
in terms of a. Solve this equation using that stated allowable
compressive stress."
Do not round intermediate...
Determine (a) the distance a for which the maximum absolute value of the bending moment in the beam is as small as possible, b) the corresponding maximum normal stress due to bending. 9 kips 11 kips W14 x 22 6 ft 3 ft (a) a ft (b ) ơ ksi
Problem 05.154.b -
Determine the normal stress at C
Determine the
corresponding maximum normal stress due to bending. (Round the
final answer to two decimal places.)
The corresponding
maximum normal stress is _____ ksi.
Problem 05.154 - Determine the distance a that results in the smallest bending moment and the correcting normal stress Consider the given beam and loading, where P 21 kips. Take the section modulus as 1.67 in P kips o.S kips 1.2 kips C D S3 x...
Name: Section: Problem 30 Determine the maximum normal compressive stress in the beam. 16 in w = 2 kip/ft 12 in a) 32.21 ksi b) 7.89 ksi c) 3.10 ksi d) 0.79 ksi e) None of the above 8 in 201 y=2.82 in from the top 1 = 363.80 in 2 in
Determine the largest permissible value of P for the beam and loading shown, knowing that the allowable normal stress is +80 MPa in tension and -140 MPa in compression. 12 mm 48 mm D :12 mm 96 mm 0.4 m 0.2 m 0.2 m kN The largest permissible value of P is
bh 6.0 kips 1 12 1. Determine the shear stress at point H on the cross-section. A. 35.3 psi 3 in. B. 40.0 psi x H C. 26.7 psi D. 32.0 psi E. None of the above 7 ft 7 ft 15 in. 3.00 kips 3.00 kips 3.00 3.00 6 in. V Units: kips -3.00 21.00 -3.00 2. Determine the maximum normal stress at the bottom of the beam. A. 1.82 ksi B. 1.12 ksi C. 1.44 ksi D. 1.02...
1. Knowing that P Q-480 N, determine (a) the distance a for which the absolute value of the bending moment in the beam is as small as possible, (b) the corresponding maximum stress due to bending. 12 mm 500 mm 500 mm CY D 18 mm
The largest value of τxy is 7.94ksi.
Problem 7.050 - Determine stress components with Mohrs' circle knowing allowable shearing stress Solve the following problems using Mohr's circle. Given: P 10 ksi 8 ksi โญ try
Name : For P = 13 kips and d=0.5 in, determine the maximum stress in the plate shown. 41 in Ае 0 0.1 0.2 0.3 0.5 0.6 0.7 0.8 0.4 d/w We were unable to transcribe this imageWe were unable to transcribe this imageWe were unable to transcribe this image
For the beam and loading shown, and knowing that distance a =
2m, determine the maximum value of the distributed load W so the
deflection at midpoint C does not exceed 5 mm Use E = 200 GPa and
Ix = 333 x 106 mm4.
D B D А E