Find the FDFGGDGEHGHF For the truss loaded and supported as shown, computeThe force on each member. Again, tabulate your answers.5.76 ft5.76 ft5.76 ft5.76 ft400 lbS00 lb400 lb6.72 t-10.54 ft-12.5 ft

A truss is a structure that has a set of objects attached to pin joints or nodes. According to the…

Answered: For the truss loaded and supported as…

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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Solve for the resultant of the six loads on the truss shown. The loads are given in kips. Three loads are vertical, wind loads are perpendicular to the side. The truss is symmetrical. 3 K 1 K 2K 2K 2 K 10' IK 10 90° 90° 30° Match each item to a choice: Location from left support Resultant Angle of Inclination with Respect to X (Counterclockwise direction) Choices:
For the truss shown in the figure, estimate the horizontal displacement at joint H. The area (A) and the modulus of elasticity (E) of each bar is 0.5 in2 and 29000 ksi, respectively. Summarize your results in the following order. Member AB BC CD DE EF FG GH AH BH CH CG CF DF T 12 ft 2k B G C D 10 ft-10 ft- 10 ft-10 ft
Determine the force in each member of the truss loaded as shown below. Indicate whether the members are in tension or compression. Summarize your analysis by filling-up the table shown. 300 kN Summary: 3 m Member Internal Force (KN) B AB E D AE BC 5m 400 kN BE CD CE DE - 3 m-3 m
3. The roof truss is subjected to the loadings shown. Determine the force in each member and indicate if the members are in tension or compression. Approximate each joint as a pin. 200 N C O 00 300 N 300 N 1.5 т D 0000 B. 4 m F 3 т E H 3 m 3 т G O o o O 00 3 m A 7o 00 Paint X lite 150 N
Consider the truss structure in the figure below. All diagonal members have axial stiffness EA, while the chord members have axial stiffness of 2EA. Using unit load method, find the vertical deflection at joint B. Feel free to use a spreadsheet to help with the tedious calculations, but please be sure the calculation steps are well set out. 8m A EA 6m 20 kN DE 2EA EA 6 m 2EA B 20 KN EA 6 m E 2EA 15 kN EA 6m EA = 100×106 N с
Problem: Compute the force in each members of the Howe truss shown using Method of Joints. Box your final answers for each member. 500 N 1000 N 3 m B 600 N 1000 N 3 m K 600 N 3 m 500 N 3 m 600 N 3 m E 600 N 3 m F H 600 N 3 m G ODO
es ! Required information Consider a truss shown below. Given that F= 0.85 kN. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. B D F H J ANNA C E G THIN 1m 1m 1m 1 m 1m 1 m 2m Α K L Find the force supported by member FH. (Round the final answer to four decimal places. Include a minus sign if necessary.) The force supported by member FH is kN.
Q2: Determine the maximum factored force that can be carried by the simply supported beam shown below. fy=420 MPa, f'c=28. 600 mm 4 m 5Ф25 50 mm 8 m 400 mm
Solve the following problems: 1. Determine the force in each bar of the truss shown in figure caused by lifting the 120 – lb load at constant velocity of 8 4. what change in these forces, if any, results from placing the roller support at D and the hinge support at A? 8 A 8. P 120-lb Paint X lite
Solve the following problems: 1. The truss, used to support a balcony, is subjected to the loading shown. Approximate each joint as a pin and determine the force in each member. State whether the members are in tension or compression. 400 N 600 N 4 m B 4 m O 00 00 0O 450 45° 4 m E 00 o Paint X ute oo O 00
Situation 8: Light grade steel channels are used as purlins as shown in the figure. The top chords ofthe truss are inclined at 1V:4H. The trusses are spaced at 6m on center. The purlins are spaced at 6m on center. The purlins are spaced at 1.20m on centers. The roof are as follows: Dead load including roof materials 720MPA 1,000MPA 1,440MPA Live load Wind load Wind pressure coefficient Windward Leeward 0.20 0.60 Channel properties Section modulus, S Section modulus, S Weight 6.19x10*mm 1.38x10*mm %3D 79/m The allowable bending stresses are Ex = 207MPA and E = 207MPA. Assume that all the loads pass through the centroid of the channels. 1.20 1.20 EEÉËÈEE Sagrod 21. Which of the following mostnearly gives the maximum bending stress, fex, for the dead and live load combination (DL+LL)? a. 127.11MPA c. 132.20MP. b. 151.14MPa d. 169.48MPA 22. Which ofthe following most nearly gives the maximum bending stress, f, for the dead and live load combination (DL+LL)? а. 169.48MPа c. 127.11MPA d.…
3. The roof truss is subjected to the loadings shown. Determine the force in each member and indicate if the members are in tension or compression. Approximate each joint as a pin. 200 N C 300 N 300 N 1.5 m B, D. 4 m 3 т H 3т G F 3 m 3 т o00 00 00 o oo 150 N Paint X ite

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For the truss loaded and supported as shown, compute The force on each member. Again, tabulate your answers. 5.76 ft 5.76 ft 5.76 t 5.76 ft 400 l NOO Ib s l 400 lb 6.72n 10.54 ft 12.5 t