17please answer the problems, the answer is already given i just need the solution please type your answer if you can because i can't view written answers 1580 lb3160 lb1580 lb128400 lb18,000 lb72'-Figure P-3-5.171000 Ib the hóriz3-5.17. The Fink truss in Fig. P-3-5.17 (p. 96) is supported by a hingeat A and by rollers on a 1 to 2 slope at B. The bracing bars are normalto the inclined members at their midpoints. The wind loads are perpen-dicular to AC. Determine the horizontal and vertical components of thereactions at A and B.A,6500 lb; B,= 17,000 lbAns.16) is sunnorted by a hinge

To find horizontal and vertical component of reaction at point A and B

Answered: O lb 8400 lb 18,000 lb 72'

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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U U O V:\\ H.W. 3 -10 kN 6m C B 4m E F 2m 3m Fig. 3 Q 4/Determine the force in member JM of the loaded truss. D E B F 5m 4m M N. 4m A 3m | 3m L. 3m 3m 3m 3m L L L L L L 2 2 Fig. 4 Q 5/ Determine the forces in members DE, EI, FI, and HI of the arched roof truss. 4 6 6 4: 4 6 6 4 100 kN 75 kN 75 kN 25 kN D 25 kN (E 3 F B °K H 14 •K •..
3. Determine the forces in all the members of the complex truss (Fig. 3). State if the members are in tension or compression. Hint: Substitute member AD with one placed between E and C. F 130⁰ 45° 2 m E 30% B 45° 2 m 600 N C 4 m
Determine the member forces for members IJ,CJ and CD of the truss below. H K F 40 kN 40 kN 40 kN 40 kN -6 at 5 m = 30 m- E 40 kN 5 m I
The truss shown is loaded with force P (kN) at joint C. Determine the forces in member CD, BF, and ED. E F 2 m 3 m C 2 m A -6 m- -4 m -6 m-
Determine the force in members CD and DF of the truss shown. 3 m 3 m3 m 3 m 30 kN 30 kN 30 kN 30 kN H. 5 m B
Problem 1 The truss pinned to the floor at A, and supported by a roller at point D is loaded as shown in Fig. Determine the force in member CG. 150 kN 100 kN
Problem 2 E No truss member between D and E Analyze the trusses on the right using the force method. Determine 2 EA 8 kN 12 kN 8 kN support reactions and axial forces in all truss D EA C members. EA 2 m EA 2 EA Note: EA is constant in all members of truss (a); truss (b) uses larger members in CE and EA B B B 4 ft BC; choose your own redundant forces 2 m 2 m (a) (b) 1000 Ib us
EXERCISE 2: Find the forces in members of the truss shown below. 3kN B, 6kN 300 C 3kN А, \60° 60% D 30° 2m Solution : 1kN 2m
The Howe truss is subjected to the loading shown. Determine the support reaction forces and the forces in members GF, CD, GB and GC. State if the members are in tension or compression. 2 KN SKN at Fazm 5 KN 2m +2m 5KN RF D ,2 kN 3m
4.) Determine the force in member AE, CD, BF of the truss. Indicate if the members are in tension or compression. 100 KN 100 KN A E 6 m- -4 m- D 50 KN 6 m F B. 2m 3 m 2 m
Activity 1. Solve for the force acting on member BD, CD and CE of the Warren Truss shown using method of sections. [Ans. BD=300KN(T), CD=616KN(T), CE=325KN(C)] 400 KN 300 KN D 6m A 6m 6m E 6m 600 KN 200 KN
6.56 Fig. P6.55 and P6.56 1.5 kN 3 kN B с 1-3m² 3 kN A Pratt roof truss is loaded as shown. Determine the force in members FH, FI, and GI. D E 3 m 3 kN F G 3m 3 kN 3 m H | 1 I 3 kN 3 m K 1.5 kN 16.75 m 3 m L

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