Module 7: Bending and Shear in Simple BeamsModule 8: Bending and Shear Stresses in BeamsModule 9: Cable Geometry Characteristics The single overhang beam uses a 4 X 12 S4S Douglas fir-Larch No. 1member. Determine the maximum bending strength developed.Is it safely designed? F₁ = 1,300 psi2000#IW=400#/FT111"x814'31/2"4x12 S4SSx= 73.8 in.3

Step 1: Draw FBD of given loading conditions of the beam.Step 2: Find reactions in beam by using…

Answered: The single overhang beam uses a 4 X 12…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Assuming k= 3000 lb/in?, and considering only the bending stress: What rail type would you recommend if only a single force of P = 30,000 lb is applied to it?
Rigid bar ABC is supported by member (1) at B and by a pin connection at C. Member (1) has a cross sectional area of 1.00 in.² and a yield strength of 33 ksi. The pins at B, C, and D each have a diameter of 0.3 in. and an ultimate shear strength of 78 ksi. Each pin connection is a double-shear connection. Specifications call for a minimum factor of safety in member (1) of 1.3 with respect to its yield strength. The minimum factor of safety required for pins B, C, and D is 2.8 with respect to the pin ultimate shear strength. Determine the allowable load P that may be applied to the rigid bar at A. Use overall dimensions of a = 57 in. and b = 117 in. a b B kips P Answer: Pallow= i
Assuming k = 3000 lb/in2, and considering only the bending stress:What rail type would you recommend if two identical forces of P = 30,000 lb, 70" apart, are applied to it?
I saw this question solved before, both on Chegg and Bartleby and it was WRONG! Please,if you do not know how to solve DO NOT COPY the wrong solution.Thank you!
2. Please include FBD & make the solutions understandable
Rigid bar ABC is supported by member (1) at B and by a pin connection at C. Member (1) has a cross sectional area of 1.35 in.² and a yield strength of 45 ksi. The pins at B, C, and D each have a diameter of 0.7 in. and an ultimate shear strength of 78 ksi. Each pin connection is a double-shear connection. Specifications call for a minimum factor of safety in member (1) of 1.5 with respect to its yield strength. The minimum factor of safety required for pins B, C, and D is 2.9 with respect to the pin ultimate shear strength. Determine the allowable load P that may be applied to the rigid bar at A. Use overall dimensions of a = 46 in. and b = 94 in. D (1) b A kips P Answer: Pallow= i a B

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The single overhang beam uses a 4 X 12 S4S Douglas fir-Larch No. 1 member. Determine the maximum bending strength developed. Is it safely designed? F₁ = 1,300 psi 2000# I W=400#/FT 111" x 81 4' 31/2" 4x12 S4S Sx = 73.8 in.3