What will be the value of P in kN if below structure collapses in a purely sway mechanism? Round your answer to one decimal digit. Plastic moment for all members = 46 kN.m L = 4 m Shipping Tool C P→>> B 2 L L D #F L P/₂ E

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Q: 14. A steel column carries an axial load of 800 kN and a moment of 69 kN-m at the top and moment at…

A: f (bending stress ) = M/Sx {M in Nmm & Sx in mm3 } M = 69KNm = 69 x 106 (maximum moment) Sx =…

Q: Calculate the total deformation of steelbars shown in Figure. (d1=15 mm, d2=25 mm and E=210 GPa)…

A: Given  d1= 15mm d2=25mm E=210GPa = 210kN/mm2

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A: Consider vertical force equilibrium9 - 6sin - Tsin = 09 - 6* - Tsin = 0Tsin =  5.4 ...equation…

Q: Question 2: calculate the forces in AB, BC and AC of the following Truss R kN R = Last two digits of…

A: R=6kN

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Q: Consider the beam shown in (Eigure 1). Set F= 65 kN. Neglect the thickness of the beam. Figure 2 m…

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Q: 2 ст 2 сm -16 ст- 2P P 2 cm 10 cm 2 m- 2 m 1 m-

A: Given  The material used for the beam has an allowable stress of 350 kgf/cm2 in tension and 1400…

Q: 100cm T gem cm 10 Section cm 0.0K Rigid Plate a₁ 16.10-61/Cº a2=12.10-61/Cº Ei=100 GPa E2=200 GPa…

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Q: Given: The beam shown. wo = 4k/ft, Mo = 30k-ft, and L = 9ft. %3D %3D Wo Mo A

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Q: Problem 6.41 Consider the truss shown in (Figure 1). Suppose that F = 25 KN Part A Determine the…

A: Given ; F = 25 kN To Find :: 1) FFE 2) FEB 3) FBC

Q: 1

A: Step 1: Step 2:

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Q: Determine the following reactions using method of joints. Stress= F/A Ac- 40 mm^2 At= 50 mm^2 E= 200…

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Q: Bar A has diameter 'd' and bar B has diameter '2d'. Both are of the same length and are of the same…

A: Option A is the correct answer. Using the formula for elongation of the bar the ratio of elongation…

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Q: Question 2: Two-pinned connected bars supported the rigid member BC as shown. A vertical load of 25…

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A: The truss shown is symmetrical about its vertical axis passing through C. X = 18 kN Degree of static…

Q: A tensile force acts on the value P = 25 kN at point A of the T section shown in the figure. Find…

A: Tensile force(P)=25 kN, Flange dimensions=4 cm x 20 cm, Web dimentions=20 cm x 4 cm.

Q: For the truss structure shown in the diagram below: a-4-m, b-3-m and P=20-KN B + a Question 1.4: If…

A: Given data  A = 800 mm2 E = 200 GPa Find vertical deflection (displacement) at joint C.

Q: Problem 5: If we apply tension load in points 1 and 2, and attached them together then release, what…

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