MECHANICS OF MATERIALS
11th Edition
ISBN: 9780137605521
Author: HIBBELER
Publisher: RENT PEARS
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Textbook Question
Chapter 11.2, Problem 6FP
The beam is made of steel having an allowable normal stress of σallow = 150 MPa and an allowable shear stress of τallow = 75 MPa. Assume the beam is pinned at A and roller supported at B.
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Students have asked these similar questions
The simply supported joist is used in the construction of a floor for a building. In order to keep the floor low with respect to the sill beams C and D, the ends of the joists are notched as shown. If the allowable shear stress is tallow = 350 psi and the allowable bending stress is sallow = 1500 psi, determine the height h that will cause the beam to reach both allowable stresses at the same time. Also, what load P causes this to happen? Neglect the stressconcentration at the notch.
The double-web girder is construction from two
plywood sheets that are secured to wood members
at its top and bottom. If each fastener can support
600 lb in single shear, determine the required
spacing s of the fasteners needed to support the
loading P = 3000 lb. Assume A is pinned and B is a
roller.
Hint: Think carefully about the number of fasteners
transferring stress from one piece of the cross-
section to another.
2 in.
2 in.
10 in.
A
||-6 in.||
0.5 in.
0.5 in.
2 in.
T2 in.
0000000000000000
000
4 ft-
+4 ft
B
Determine the shear stress (in Mpa) in the 23.5-mm-diameter pin at A that support the beam if P = 28.36 kN, a = 2.25 m, and b = 6.56 m.
Chapter 11 Solutions
MECHANICS OF MATERIALS
Ch. 11.2 - Determine the minimum dimension a to the nearest...Ch. 11.2 - of the rod to safely support the load. The rod is...Ch. 11.2 - The wood has an allowable normal stress of allow =...Ch. 11.2 - of the beam's cross section to safely support the...Ch. 11.2 - Determine the minimum dimension b to the nearest...Ch. 11.2 - The beam is made of steel having an allowable...Ch. 11.2 - Determine the minimum width of the beam to the...Ch. 11.2 - if P=10 kip.Ch. 11.2 - The beam has an allowable normal stress of allow...Ch. 11.2 - If each beam is to be designed to carry 90 lb/ft...
Ch. 11.2 - Determine its height h so that it simultaneously...Ch. 11.2 - to safely support the load. The wood has an...Ch. 11.2 - and the wood has an allowable normal stress of...Ch. 11.2 - if allow = 30 ksi and allow = 15 ksi. The journal...Ch. 11.2 - if allow = 30 ksi and allow = 15 ksi. The journal...Ch. 11.2 - The tapered beam supports a uniform distributed...Ch. 11.2 - Determine the variation in the depth d of a...Ch. 11.2 - Prob. 41PCh. 11.2 - The pulleys fixed to the shaft are loaded as...Ch. 11.2 - Prob. 43PCh. 11.2 - Prob. 44PCh. 11 - The cantilevered beam has a circular cross...Ch. 11 - Select the lightest-weight wide-flange overhanging...Ch. 11 - Prob. 3RPCh. 11 - Determine the shaft's diameter to the nearest...Ch. 11 - Select the lightest-weight wide-flange beam from...Ch. 11 - The simply supported joist is used in the...Ch. 11 - The simply supported joist is used in the...Ch. 11 - by 4-in. pieces of wood braced as shown. If the...
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Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.Similar questions
- Determine the shear stress (in Mpa) in the 28.54-mm-diameter pin at B that support the beam if P = 35.79 kN, a = 2.76 m, and b = 5.95 m.arrow_forwardRigid beam AB is supported by three bolts at A and a pin at B. The bolts at A are in double shear and have a diameter of 0.375 in. Assume L = 7.0 ft. If the average shear stress in the bolts cannot exceed 60 ksi, determine the maximum distributed load wmax that can be supported by the structure. (1) Answer: Wmax= i L kips/ftarrow_forwardRigid beam AB is supported by three bolts at A and a pin at B. The bolts at A are in double shear and have a diameter of 0.375 in. Assume L = 5.0 ft. If the average shear stress in the bolts cannot exceed 60 ksi, determine the maximum distributed load Wmax that can be supported by the structure. (1) Answer: Wmax = L B kips/ftarrow_forward
- NEED ASAP THANK YOUarrow_forwardA 2500 lbs point load is placed at 4 inches from support A. The beam is simply supported with a span of 16 inches. Determine the maximum flexural stress of the beam.arrow_forwardRigid beam AB is supported by three bolts at A and a pin at B. The bolts at A are in double shear and have a diameter of 0.250 in. Assume L = 3.5 ft. If the average shear stress in the bolts cannot exceed 75 ksi, determine the maximum distributed load wmax that can be supported by the structure. (1) Answer: Wmax i kips/ftarrow_forward
- The wood has an allowable normal stress of σallow = 15 MPa and an allowable shear stress ofτallowt = 1.33 MPa . Part A Determine the minimum dimension hh of the beam's cross section to safely support the load.arrow_forwardRigid beam AB is supported by three bolts at A and a pin at B. The bolts at A are in double shear and have a diameter of 0.250 in. Assume L = 5.5 ft. If the average shear stress in the bolts cannot exceed 40 ksi, determine the maximum distributed load Wmax that can be supported by the structure. (1) AF₁ tece Answer: Wmax Mi L W B kips/ftarrow_forwardThe overhang beam is constructed using two 2-in. by 4-in. pieces of wood braced as shown. If the allowable bending stress is sallow = 600 psi, determine the largest load P that can be applied. Also, determine the maximum spacing of nails, s, along the beam section AC if each nail can resist a shear force of 800 lb. Assume the beam is pin connected at A, B, and D. Neglect the axial force developed in the beam along DA.arrow_forward
- Please find what is being asked and box your final answer.arrow_forwardA wide flange beam as shown below is subjected to a shear force V. Using the dimensions of the cross section, determine the following quantities: a. τmax in the webb. τmin in the webc. τmax/ τaverage of the webarrow_forwardThe cantilevered beam uses a W360x79 wide-flange section. The geometric properties of the section are given by the table. The beam is subjected to the concentrated load P and to the couple moment Mo clockwise such that the bending moment just to the right of point B is M = 25.6 kN.m. What is the percentage of the bending moment resisted by the stresses acting on the web? М L - L Harrow_forward
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