The lap joint is fastened with four 3/4-in.-diameter rivets. The working stresses are 14 ksi for therivets in shear and 18 ksi for the plates in bearing. What is the magnitude of force P in kips whenbearing stress governs.>PPA47.334.7C32.6(D) 67.378in.PO4 in.787 in.P

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Answered: The lap joint is fastened with four…

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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Determine the moments at all supports. Support B settles10 mm, and EI is constant. Take E = 200 GPa, I = 200x106mm4 Answer key: MAB = -12 kN-m; MBA = 64.58 kN-m; MBC = -64.58 kN-m; MCB = -146.69 kN-m
Two forces act on the screw eye. If F1 = 400 N andF2 = 600 N, determine the angle θ (0° ≤ θ ≤ 180°) betweenthem, so that the resultant force has a magnitude ofFR = 800 N.
4.What is the minimum bending moment in the loaded beam, in kN m? (aside from zero)5.What is the maximum bending moment in the loaded beam, in kN m?6.What is the vertical reaction at the hinge support, in kN?
Calculate the critical shear Vu in kN.0
calculate the Shear Force in kips at Point B (Member BC)
Draw the normal force, shear force and moment diagram of the structure AB = 2 m, BC = 1 m, CD = DE = 2 m
The plate is subjected to the two forces at A and B asshown. If θ = 60°, determine the magnitude of the resultantof these two forces and its direction measured clockwisefrom the horizontal.
What is the reaction at A?a. 45 KN c. 60 KNb. 15 KN d. 75 KN What is the maximum shearing stress?a. 45 KN c. 30 KNb. 15 KN d. 90 KN What is the maximum moment?a. 60 KN.m c. 45 KN.mb. 120 KN.m d. 90 KN.m What is the centroid with respect to x-axis?a. 214.29 mm c. 180.50 mmb. 350.25 mm d. 432.75 mm What is the moment of inertia with respect to the neutralaxis?a. 2,733.73 x 106 ??4 c. 2,598.11 x 106 ??4b. 2,222.22 x 106 ??4 d. 2,639.73 x 106 ??4 What is the value of the maximum bending stress?a. 8.125 MPa c. 10.715 MPab. 5.375 MPa d. 12.325 MPa
The horizontal shaft AD is attached to a fixed base at D and is subjected to the torques shown. A 44-mm-diameter hole has been drilled into portion CD of the shaft. The entire shaft is made of steel for which G = 77 GPa. 1. Calculate the torque in segment CD in N.m. 2. Calculate the torsional shear stress on the surface of segment BC in MPa. 3. Calculate the angle of twist of segment AB in degrees. 4. Calculate the angle of twist of point A relative to point D in degrees.
M = 8 kip*ft , P = 8 kip , w = 1.3 kip/ft Determine the internal normal force, internal shear force, and internal moment passing through point E.
B. Calculate the maximum shear and moment at a point 6m from the left support. Highway uniform load = 100 kN/m; highway point load = 200 kN; uniform dead load = 30 kN/m; point dead load at midspan = 50 kN.
Determine the reactions at supports A and E in Figure P9.48. Area of bar EC = 3 in.2 , IAD = 400 in.4 , and AAD = 8 in.2 ; E = 30,000 kips/in.2

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The lap joint is fastened with four 3/4-in.-diameter rivets. The working stresses are 14 ksi for the rivets in shear and 18 ksi for the plates in bearing. What is the magnitude of force P in kips when bearing stress governs. > P P A 47.3 34.7 C32.6 (D) 67.3 78 in. PO 4 in. 78 7 in. P