the bending safety stress σem = 10 MPa, shear safety stress Tem = 600 kPa of the rectangular section beam given the loading status in the figure and width b = 150 mm, how much should the height h of the beam section be at least so that the stresses that will occur in the beam do not exceed the safety stress values. .

Q: 250mm P 50mm 250mm B 50mm 2 m 2 m 50mm 400 mm

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Q: A thin rectangular plate is uniformly, deformed, as shown. Determine the shear strain y at P. Assume…

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Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.4 in., b = 5.9 in., d = 4.8…

A: Solution: Given: The cross sectional dimensions. a=4.4 in b= 5.9 in d= 4.8 in t= 0.31 in Moment…

Q: 17 MPa 27 MPa 56 MPa

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Q: TRUE OR FALSE ONLY. PLEASE HELP 1. Area of shear diagram is equal to the magnitude of bending…

A: 1) True It is true that area of shear diagram is equal to the magnitude of the Bending moment. 2)…

Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.0 in., b = 5.5 in., d = 4.6…

A: Given- Mz= -4.35 kip-ft a=4.0 in b=5.5 in d=4.6 in t=0.33 in   It is asked to find 1. Maximum…

Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.7 in., b = 5.9 in., d = 4.1…

A: Given  Moment in z direction= -3.75kip-ft

Q: A simple beam is subjected to two concentrated  loads as shown. The beam section is a rectangular…

A: Strain energy = 4P2L33EI

Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.2 in., b = 5.4 in., d = 5.0…

A: Determine (a) the maximum tension bending stress (a positive number) in the beam. (b) the maximum…

Q: The internal shear force V at a certain section of an aluminum beam is 10.2 kN. If the beam has the…

A: Solution:

Q: In the following figure, the steel plate must support maximum load of P=130 kN. The ultimate shear…

A: Allowable Shear stress =τalτal=Load on each boltALoad on each bolt=P3τal=τFS

Q: The solid circular cross section of R = 8cm radius is subjected to torsional moment M2 = 60kNcm. The…

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Q: Rigid bar ABCD is loaded and supported as shown. Steel [E = 30000 ksi] bars (1) and (2) are…

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Q: Consider the following figure. h B III (a) Determine the maximum tensile stress o, and maximum…

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Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.1 in., b = 5.6 in., d = 5.0…

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Q: ent about the z centroidal axis is M₂ = -4.05 kip-ft. um tension bending stress (a positive number)…

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Q: Determine the a) magnitude load P to be applied, and b) the normal stress on plane AB and the…

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Q: Two vertical forces, each of magnitude P= 13 kN, are applied to a beam of the cross section shown.…

A: Objective: To determine the maximum compressive and tensile stresses in portion BC of the beam.…

Q: a. The beam weighs 3600N. Draw the V and M diagram. b. Assume we do not know the weight of the beam…

A: 1-If Beam weighs 3600 N then drawing of SFD and BMD2- if Beam Weighs is not know then finding of…

Q: Q) A simply supported beam shown is loaded as shown in figurel-1. It has the cross section as shown…

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Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.8 in., b = 6.2 in., d = 4.0…

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Q: The beam is loaded by two point forces P. The beam is assembled according to the cross-sectional…

A: Dimension of beam:Upper plank = 25 mm×260 mmVertical plank = 220 mm×50 mmLongitudnal direction of…

Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.7 in., b= 5.4 in., d= 4.3…

A: Mz = -4.35 kip-ft

Q: Problem 2. The cross-sectional area of the beam is 1250 mm . The diameter of the pin at supports is…

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Q: For a beam with the cross-section shown and loaded as shown, find the magnitude of the maximum…

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Q: Problem 2: The stresses shown act at a point on the free surface off a stressed body. a) Determine…

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Q: (A) he figure below shows three metal cubes A, B, C of side 100 mm in direct contact, resting on a…

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Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.