From the given truss below, members are made of A36 (Fy=36ksi and Fu=58Ksi) steel channel section with A=1.56in2, rx=D0.85in, ry=0.53in and X=Y=9ft. All applied loads are already factored: F1=39kips, F2=44kips, and F3=48kips. Calculate the vertical ultimate load "Pu" that can be applied at joint I in kips based on the design strength of member GD. Note: A negative (-Pu) may be a possible answer, if such affix the negative sign (-) before your answer. Express your answer in 2 decimal places. Pu Y G F2 Y F E Y B. Ex 3.

Q: Analyze the given truss identify zero force members show complete solution 2m 2m 1.5m E 5KN

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Q: Q1. Analyze the truss as shown in Figure 1 using method of joints. 60 kN 4 m VB 80 kN 4 m 4 m 10 kN…

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Q: The

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Q: 2. Determine the forces FE, FB & AB of the truss using method of sections. 3m -2m -2m SAN 55IN SAN

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Q: Which joint would be the best place to start your analysis of the truss shown?

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Q: Find the forces in members EF, KL, and GL for the Fink truss shown. Forces are positive if in…

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Q: A double-angle tension member, 100 mm x 100 mm x 8 mm is subjected to a tensile load, P=210 kN. The…

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Q: Compute the force in members CE, BD, and CD by method of sections in the truss shown.

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Q: DF, CE and BD.

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Q: D 30 kN 70 kN 2 m 12 mm-thick gusset plate 10 -mm-thick 2 m angle 1.5 m-15 m- 15 m--15 m 8 mm-thick…

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Q: CASE 1 E D. P P CASE 2 A DA F Họ K 8.

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Q: kindly solve only subpart LETTER D. with a complete solution for verification purposes. Thank you…

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Q: Opo 3 m A В C D -2 m 2 m- -2 m 5 kN 5 kN 5 kN

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Q: 20kN A 40KN BY C 40kN D 20KN 40kN E G 6 panels @3.0 m = 18.0 m 40KN K 20kN 6.0 m

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Q: From the given trusses below, determine the force in the member DE. (kN) Hint: V1 = -20.9 kN Note:…

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Q: Using the methods of joints, determine all the zero-force members of the fink roof truss shown in…

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Load on Structures

Civil engineers primarily deal with beams in their day-to-day applications. A beam is a structural member that resists shear loadings. There are various types of beams such as cantilever beam, simply supported beam, and over the hanging beam. All these beams have a different end and loading conditions.