MECHANICS OF MATERIALS
11th Edition
ISBN: 9780137605521
Author: HIBBELER
Publisher: RENT PEARS
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Chapter 13.6, Problem 83P
To determine
the longest length of the column.
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Determine the largest length of a W10 * 12 structural A992 steel section if it is pin supported and is subjected to an axial load of 28 kip. Use the AISC equations.
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Select the lightest W shape that will act as a column of 7 m long with both end hinged and support an axial load of12KN with the safety factor of 2.2, assume the proportional limit for steel is 200 Mpa and E=208 Gpa
Chapter 13 Solutions
MECHANICS OF MATERIALS
Ch. 13.3 - A 50-in long steel rod has a diameter of 1 in....Ch. 13.3 - A 12-ft wooden rectangular column has the...Ch. 13.3 - The A992 steel column can be considered pinned at...Ch. 13.3 - A steel pipe is fixed supported at its ends. If it...Ch. 13.3 - Determine the maximum force P that can be...Ch. 13.3 - The A992 steel rod BC has a diameter of 50 mm and...Ch. 13.3 - Determine the critical buckling load for the...Ch. 13.3 - The 10-ft wooden rectangular column has the...Ch. 13.3 - The 10-fl wooden column has the dimensions shown....Ch. 13.3 - Determine the maximum force P that can be applied...
Ch. 13.3 - Prob. 34PCh. 13.3 - Prob. 35PCh. 13.3 - The members of the truss are assumed to be pin...Ch. 13.3 - Solve Prob. 1336 for member AB, which has a radius...Ch. 13.3 - Prob. 40PCh. 13.3 - The ideal column has a weight w (force/length) and...Ch. 13.3 - The ideal column is subjected to the force F at...Ch. 13.3 - The column with constant El has the end...Ch. 13.3 - Consider an ideal column as in Fig.13-10 c, having...Ch. 13.3 - Consider an ideal column as in Fig. 13-10d, having...Ch. 13.5 - The aluminium column is fixed at the bottom and...Ch. 13.5 - Prob. 50PCh. 13.5 - Prob. 51PCh. 13.5 - The aluminum rod is fixed at its base and free and...Ch. 13.5 - Assume that the wood column is pin connected at...Ch. 13.5 - Prob. 54PCh. 13.5 - Prob. 59PCh. 13.5 - The wood column is pinned at its base and top. If...Ch. 13.5 - The brass rod is fixed at one end and free at the...Ch. 13.5 - The brass rod is fixed at one end and free at the...Ch. 13.5 - Prob. 65PCh. 13.5 - The W14 53 structural A992 steel column is fixed...Ch. 13.5 - The W14 53 column is fixed at its base and free...Ch. 13.5 - The stress-strain diagram for the material of a...Ch. 13.5 - Construct the buckling curve, P/A versus L/ r, for...Ch. 13.5 - The stress-strain diagram of the material can be...Ch. 13.5 - The stress-strain diagram of the material can be...Ch. 13.6 - Using the AISC equations, select from AppendixB...Ch. 13.6 - Take Y = 50 ksi.Ch. 13.6 - Using the AISC equations, select from AppendixB...Ch. 13.6 - Prob. 83PCh. 13.6 - Using the AISC equations, select from AppendixB...Ch. 13.6 - Prob. 97PCh. 13.6 - Prob. 98PCh. 13.6 - The tube is 0.25 in. thick, is made of 2014-T6...Ch. 13.6 - Prob. 100PCh. 13.6 - A rectangular wooden column has the cross section...Ch. 13.6 - Prob. 102PCh. 13.7 - The W8 15 wide-flange A-36 steel column is...Ch. 13.7 - Prob. 110PCh. 13.7 - A 20-ft-long column is made of aluminum alloy...Ch. 13.7 - A 20-ft-long column is made of aluminum alloy...Ch. 13.7 - The 2014-T6 aluminum hollow column is fixed at its...Ch. 13.7 - The 2014-T6 aluminum hollow column is fixed at its...Ch. 13 - The wood column has a thickness of 4 in. and a...Ch. 13 - The wood column has a thickness of 4 in. and a...Ch. 13 - A steel column has a length of 5 m and is free at...Ch. 13 - The square structural A992 steel tubing has outer...Ch. 13 - If the A-36 steel solid circular rod BD has a...Ch. 13 - If P = 15 kip, determine the required minimum...Ch. 13 - The steel pipe is fixed supported at its ends. If...Ch. 13 - The W200 46 wide-flange A992-steel column can be...Ch. 13 - The wide-flange A992 steel column has the cross...Ch. 13 - The wide-flange A992 steel column has the cross...
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- Do not use PL/AE.arrow_forwardParrow_forwardA column is constructed from high strength concrete reinforced with 8 A992 steel rods. The column has diameter d₁ = 8 in. and the steel rods have diameter d₂ = 1 in. If an axial load of P = 200 kip is applied, calculate the magnitude of the resulting average normal stress in the concrete and in the steel rods. Esteel =29000 ksi, Econcrete = 4200 ksi d₁ 1 P ↑ d₂ BY NO SA 2021 Cathy Zupke The magnitude of the average normal stress in the steel rods is σ steel = The magnitude of the average normal stress in the concrete is σ concrete = ksi. ksi.arrow_forward
- The rigid beam is supported by a pin at C and an A-36 steel guy wire AB. Part A W If the wire has a diameter of 0.4 in., determine how much it stretches when a distributed load of 100 lb/ft acts on the beam. The material remains elastic. Express your answer to three significant figures and include appropriate units. Submit 10 ft SAB = Value Provide Feedback Request Answer Units ?arrow_forwardA-36 steel column has a length of 5 ft, is fixed at its bottom and pinned at its top. If the cross sectional area has the dimensions shown in Figure below, determine the critical load. Take E=29x10 3 ksi and oy-36 ksi 0.5 in. 0.5 in. 0.5 in. 1.5 in. 1.5 in. 1.5 in. 0.5 in.arrow_forwardSelect the lightest WT4 shape to be used as a 20 ft long tension member to resist the of dead load, D=40 k, live load, L=60 k, snow load, PS=25 k, and earthquake, E=110 k. The connection is two lines of bolts through the flange with three 3/4-in ∅ bolts in each line spaced at 3 in on center. Use A992 Grade 50 steel. Neglect block shear.arrow_forward
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- A structural member in a nuclear reactor is made of a aluminium. An axial load of 22 kN is to be supported by the member. Use a factor of safety of 3.5 relative to yielding. EAl = 100 GPa, σy = 400 MPa. The material has elastic behavior. What is the load on the member if it is 1 mm long and its elongation is 0.5 mm?arrow_forwardI need correct answer and solve both part and detail solutionarrow_forwardDetermine the maximum load P that the frame can withstand without bending the A992 BC steel part. Due to the split ends of the element, consider that the B and C supports act as joints for buckling on the x - x axis and as fixed supports for buckling on the y-y axis. Note : A similar problem is already solved on bartl*by.i have attached its screen shot here. You can refer it.arrow_forward
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