Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- SITUATION#4: From the truss shown, calculate member force at EG, EH and FH. 60 KN G H 120 kN 120 KN A B TIT 3m 3 at 4 m= 12 marrow_forwardB 6m LP P -8m- -8m- -8m -8m In the bridge truss shown in figure, the end chord AB is composed of two C 230 x 30 channels latticed together so that the fabricated section has equal moments of inertia about the axes of symmetry. Properties of C 230 x 30 Ix = 25.5 x 10^6 mm^4 A=3800 mm^2 %3D a. Determine the slenderness ration of section AB. b. Determine the capacity of member AB. c. If the safe load P on the truss is governed by the strength of member AB, which of the following gives the value of P using NSCP Specifications with Fy = 290 MPa. %3Darrow_forwardHow to extract the length of the mamber CFarrow_forward
- Q.5. What is the ratio of the forces in the members AB. BE and AE of the pin-jointed truss shown in the figure given below? E ba) 5:4:3 b) 4:3:5 9 P. 4m B 4m D 3m o (4): ( ¹): () d) None of thesearrow_forwardSolve for the force in the marked members in each truss. FN = 55 MN = 62 SN= 71arrow_forwardThe truss ABC is constructed of three titanium (E Ti =17.4×10 3 ksi) members. A horizontal force of 1.8 kip and an unknown force P are applied to the truss at point B as shown. Member AB has a cross-sectional area of 0.1in 2 , member BC has a cross-sectional area of 0.0025ft 2 , and member AC has a cross-sectional area of 0.2 in2. b) Determine the magnitude of the force P that is required to displace the roller at point C to the right by .03 inches.arrow_forward
- In the bridge truss shown, the end chord AB is composed of two C 230 x 30 channels latticed together so that the fabricated section has equal moments inertia about the axes of symmetry. Fy=290 MPa Properties of one C 230 x 30 Ix=25.5x105 mm² A = 3800 mm² B VP P CHIL ENGINEERING-STEEL DESIGNarrow_forwardNEED ASAP. SOLVE CORRECTLY AND PROVIDE DETAILED SOLUTIONS. ALSO PROVIDE THE FBD PLEASEarrow_forwardDetermine the force in members DG, FG, and FH of the truss shown.arrow_forward
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