Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Show all units and step by step solution.Formula attached.arrow_forwardA steel bar AD has a cross-secțional area of 260 mm? and is loaded by forçes P, = 12 kN, P2-8 kN. and P3 = 6, kN. The lengths of the segments of the bar are a = 1:5 m, b = 0.6 m, ạnd c = 0.9 m. (a) Assuming that the modulus of elasticity E = 210 GPa, calcuļate the change in length & of the bar. Does the bar elongate or shorten? (b) By what amount P should the load P, be increased so that end D of the bar does not move when the loads are applied? %3D P1 P2 P3 A в a barrow_forwardY Suppose that P = 250 lb. (Figure 1) Figure T T301-381-38- W 481 46 Part C FBC = Part D Submit Request Answer FBD= Part E FCD= Submit Part F FCE= Submit Determine the force in member of the truss. Express your answer in pounds to three significant figures. Enter negative value in the case of compres the case of tension. Part G FDE= Part H - ΑΣΦ It vec Determine the force in member BD of the truss. Express your answer in pounds to three significant figures. Enter negative value in the case of compressi the case of tension. FDF= 17 ΑΣΦ Submit Part I 1 of 1 > Request Answer Submit Request Answer FEF= ΓΙ ΑΣΦ 11 Eved Submit - Η ΑΣΦΙ Request Answer Determine the force in member CD of the truss.. Express your answer in pounds to three significant figures. Enter negative value in the case of compression and positive value in the case of tension. -- ΑΣΦ Ivec Request Answer 17 ΑΣΦ 4 Part A 5 Request Answer it vec Determine the force in member AB of the truss Express your answer in pounds to…arrow_forward
- Consider the Fink truss shown in (Eigure 1). Suppose that Fi=600 lb and Fy=900 lb. Figure 1 of 1 K60 60% -100- Determine the force in the member GF of the truss and state if the member is in tension or compression. Express your answer using three significant figures. Enter negative value in the case of compression and positive value in the case of tension. VAZ vec For= lb Submit Request Answer • Part B Determine the force in the member FB of the truss and state if the member is in tension or compression. Express your answer using three significant figures. Enter negative value in the case of compression and positive value in the case of tension. VAX Ivec Fre lb Previous Answers Request Answer Submitarrow_forwardItem 3 The three bars are made of A-36 steel and form a pin- connected truss. Figure 1 of 1 3 ft 4 ft + 5 ft 3 ft Part A If the truss is constructed when T₁ = 50° F, determine the vertical displacement of joint A when T₂ = 150° F. Each bar has a cross-sectional area of 2 in². (Figure 1) Express your answer with the appropriate units. SA = Submit xa μÀ Xb Value b in X.10n My Answers Give Up Incorrect; Try Again; 3 attempts remaining ? Provide Feedback Continuearrow_forwardDETERMINE FORCE (N) OF MEMBER EG in the truss shown. F1 = 237 N F2 = 682 N F3 = 456 N α = 40 degree x = 8 m. Note: for compression, include a negative sign ( - ) and for tension, type your answer as is. Input your answer in two (2) decimal places only.arrow_forward
- Consider the truss shown in (Figure 1). Suppose that F1 = 40 kN and F2 = 30 kN . Part A Determine the force in member DC of the truss, and state if the member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. FDC= SubmitRequest Answer Part B Determine the force in member HC of the truss, and state if the member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. FHC = SubmitRequest Answer Part C Determine the force in member HI of the truss, and state if the member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative…arrow_forwardThe maximum allowable tensile force in the members of the truss is (Ft)max = 1700 lb, and the maximum allowable compressive force is (Fe)max = 1000 lb. (Figure 1) Figure 1 of 1 Part A Determine the maximum magnitude P of the two loads that can be applied to the truss. Take a = 8 ft. Express your answer in pounds to three significant figures. P = Submit Provide Feedback Π| ΑΣΦ ↓↑ vec Request Answer C ? lbarrow_forwardPlease explain how they got these values along with the steps used to find them.arrow_forward
- in (Eigure 1), the forces in members A and Care FA = 6.5 kN and Fc = 3 kN. The force system is concurrent at point O. Determine the forces acting on members B and D that are required for equilibrium. Fo Part A 45 Submit FB = Value Part B Determine FB. Express your answer to three significant figures and include the appropriate units. μA Request Answer BASED 60" Units B FB Determine FD. Express your answer to three significant figures and include the appropriate units.arrow_forwardConsider the truss shown in (Figure 1). Suppose that F = 12 kN. gure B C D 12 m, 6 @ 2 m E F 3 m Part A Determine the force in member CD and state if this member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. FCD = Submit Part B FCJ = Submit __ Part C μA Value Request Answer Determine the force in member CJ and state if this member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. μA Value Units Request Answer ? Units ? Determine the force in member KJ and state if this member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension.arrow_forwardBar ABC is rigid and rotates freely about B. The loads consist of a point load and a uniform temperature change in both bars CD and EF. Determine the temperature change (AT) at which points A and E first come into contact. Report your answer rounded to the nearest degree. 100 in initial gap = 0.11 in F T E A = 2.0 in² AEF EEF = 12,000 ksi aEF LEF 100 in = 13.5 x 10-6 1/°F = 50 in B 14 k 100 in D с ACD= 1.5 in² ECD CD= 6.5 x 10-6 1/°F = 29,000 ksi = 150 in LCD Y Zarrow_forward
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