Answered: 35 kips 3' 5 kips D C B hinge --3 4…

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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Similar questions

Solve the bar forces of every member for the truss shown. Indicate whether it's tension, compression or neutral.
The maximum force any member can support is 24 kN in tension and 35 kN in compression, determine the largest permissible mass “m” which may be supported by the truss. Hint: use the method of joints to calculate all of the member forces in terms of the weight (say “w”); then choose the largest positive and negative member forces to determine m = w/g. There is a “rocker” support at “E”; this is the same as a roller support
9. Using the Method of Sections, determine the force in member BC, to the nearest 1 Ibs. (Hint: Find the vertical reaction at a support, then cut the vertical section through BC, and with the FBD of the truss portion to the side where the reaction is known, apply the equations of equilibrium as needed to determine member force BC. Note: Members EB and GC are perpendicular to the top chord, and the center triangle BFC is an equilateral triangle). 48# 48# F 48# 48# 48# E G. 30° A В C. D 12' 12' 12'
2. Determine the internal moments at each joint of the frame shown. El is constant. B and D are fixed. 3K/ft 6K 1 12' 15' C 8 15' E
Determine the force in each member of the loaded truss. Discuss the effects of varying the angle of the 49° support surface at C. The forces are positive if in tension, negative if in compression. A 8.2' B 3.7' 175 lb 49°
Pin jointed frame is subjected to the external loads of F6 = 2502 N at D and F7= 1588 N at C as shown in Figure T2. Take the length of frames indicated as: L6 = 1665 mm and L7= 9342 mm. (). Draw the free body diagram of the given Frame/Truss; (6). Estimate the support reactions; (i). Determine the forces in all members indicating the nature of forces; (w). Verify the forces in members AD and AE by another suitable method. F6 F7 L6 60° 60° 30° B E L7
Determine the force in each member of the loaded truss. Discuss the effects of varying the angle of the 33° support surface at C. The forces are positive if in tension, negative if in compression. 465 lb 5.0' 2.1' 33°
Problem: Analyze the given truss by computing the bar force of all members and the support reactions. Assumes that AE are constant for all members.
Given support is pin support . Their is hinge in middle . Determine static indeterminacy using formula

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35 kips 3' 5 kips D C B hinge --3 4 kips/ft E hinge -10- +