Please solve it manually! And show your work. Thank you (Assuming Max allowable deflection on Member is= L/360, can a W10x100 member carry the loadyou can use SAP 2000 or Manually compute deflections)2.) Determine the force in all members of each truss shown in Fig.3.6.4 and Indicate if themembers are in Tension or compression. (You can also check your answers using Sap 2000however manual calculations are required for at least 2-nodes)↑3mFig.3.6.4BCDE4 m4 m80kN15kN(Identify the member with the greatest tension force and check if a L6x6x 3/8 its sufficient tocarry the the tension load assuming 1 row- 3 5/8" diameter bolts. Fy=36ksi, Fu=60ksiPart 2 (60+)

Answered: Image /qna-images/answer/e0329163-b625-4fbd-a0d7-efc1789869b1.jpg

Answered: (Assuming Max allowable deflection on…

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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Your email address will be recorded when you submit this form. Not eng19mem76@utq.edu.iq? Switch account Q1 The bars AB, CD and EF made of material with E=498 GPa and have a cross sectional area of 587 mm2. The beam ACE is subjected to the force P=174 N. Take L=D1.9 m and d=528 mm. Answer the following questions E The force in the bar AB is 112.9695 90.335 96.831
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
8:48 PM Sat Feb 26 * 0 © 30% I a docs.google.com Situation: From the given truss, determine the force in the following members: PLEASE DO NOT FORGET TO STATE IF THE MEMBER IS IN TENSION OR COMPRESSION. 900 lb 600 lb 4 ft - 4 ft 4 ft D 3 ft B Force in member DE Your answer Force in member AD Your answer Force in member AB Your answer Are there any ZERO MEMBER/S? If yes, indicate the member/members, otherwise write NONE. Your answer Back Next Clear form
Topic: Basic Formulas Used in Steel Design: (Allowable Stress Design) ASD Problem: A simple beam has a span of 10m and supports a superimposed uniformly distributed load of 20 kN/m. Properties of W450x70 A = 8700 mm² bf = 150 mm tf = 15 mm d =450 mm Ix = 274.7 x10⁶ mm⁴ Iy = 8.47 x106 mm⁴ tw = 10 mm Wb = 70 kg/m a. What is the average shearing stress in the beam? b. Determine the maximum shearing stress in the beam. c. Calculate the maximum bending stress in the beam.
Determine the smallest cross-sectional area A (in²) required for the members of the truss shown below, so that the horizontal deflection at joint E due to the external loads does not exceed 3.25 (104) feet. The modulus of elasticity of the members is constant E= 1.44 (106) k/ft². Correct Answer You Answered 4 k- 8.31 14.23 12.80 6 k - 5 ft- 5 ft 5 ft-5 ft 5 ft- Non of the answers 6.0 C 10.51 6 k to 6 k E B 10 ft
The members of the truss are assumed to be pin connected (Figure 1) Figure 12 ft 16 ft B P 16 ft P
Hello this is a practice exam paper question could you please help me answer it. Consider the space truss represented schematically in Figure 1. It has21 struts and a fixed support at “C”. At joint “E”, it is applied a forcevector with a component of 30 N, along the x-axis, and a componentof 10 N, along the negative y-axis, as shown in Figure 1. Using themethod of joints, calculate the forces for the struts converging at joint“G”, i.e. the forces for struts “GB”, “GC”, “GD”, “GE”, “GF” and “GH”and specify if the struts are in tension or in compression.
Problem 4.8 The truss is made of three A-36 steel members, each having a cross-sectional area of 400 mm². Part A Determine the magnitude P required to displace the roller to the right 0.28 mm. Express your answer to three significant figures and include appropriate units. Di Submit μA P = 0.09224 mm Previous Answers Request Answer ? 0.8 m 0.8 m - 5 kN 0.6 m-
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
0 $ MM Tute questions Set 12 2022 Castig x [CIVL1001] Sample exam quest... x [CIVL1001] Sample exam solu 1200 mm² x [CIVL1001] Formula sheet 2022 Question 1 * Each member of the truss shown is made of steel and has the cross-sectional area shown. Use Castigliano's theorem to determine the vertical deflection of joint C. E = 200 GPa 1.5 m 1.5 m B 1800 mm 2 m C 210 kN
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Consider the truss shown in (Figure 1). Suppose that F = 600 lb Part A Submit Part B Submit F Part C F 2: Submit B H 4 ft 4 ft- F C +4 ft- F G &# ID F Determine the force in member BC of the truss and state whether it 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. > View Available Hint(s) Fnc = lb -4 ft- F 3 ft Determine the force in member HG of the truss and state whether it 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. > View Available Hint(s) Fra lb E Determine the force in member HC of the truss and state whether it 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. tension. ▸ View Available Hint(s) Fnc lb

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