Design a purlin for a roof truss having the following data: Span of the truss = 6.0m Spacing of truss = 3m c/c. Inclination of roof = 30o Spacing of Purlin = 2m c/c Wind pressure = 1.5 kN/m2 Roof coverage= A.C Sheeting weighing 200 N/m2 Provide a channel section Purlin.

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Q: 5. Using method of sections, determine whether the following are in tension or compression: FH GH GI…

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Q: Determine the forces in members BE and CE of the loaded truss. The forces are positive if in…

A: Given: Required : Force in member BE and CE

Q: Problem 4 The Fink truss is supported by a hinge at A and by rollers on a 1 to 2 slope at B. The…

A: When two or more forces act on a truss, the resultant force is determined by adding up the…

Q: Q\ Use Method of joints to analyses the truss below. 3 8. 2.4 1 2.4 1.8 P 2.4 L L

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Q: How to solve for the top chord and bottom chord on the given truss?

A: Given : Truss with reactions and member forces of experimental and computed results. Find top and…

Q: 1) Reqd: Determine Maximum Shearing Stresses for the 3 segments and 0at C 2) F (2)Solid…

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Q: DETERMINE BAR FORCE MEMBERS EB, EC, AND DC USING METHOD OF SECTIONS. PLS ADD FBD. 3.2 KN 2.0r 2.0m 8…

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Q: Which of the following best gives the purlin load wuy? See loaded purlin. The figure shown has…

A: Answer  Roof slope (θ): tanθ = 12 θ = 26.565 degree Based on the given data, draw the tributary…

Q: Where is/are the location(s) of the maximum compressive flexural stress? A simple I-beam is loaded…

A: A loaded beam is given and it has been asked to determine location of maximum flexural compressive…

Q: "D.77. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 21 MPa,…

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Q: Determine the stresses in members CE, CF and DF of the truss shown using method of sections. 60 kN-…

A: Objective: To determine the member stresses/forces in CE, CF and DF using the method of sections.…

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Q: Montebon, Jamaica Mae B PIate No. lo Vir tyal Work Method (Trusses) ID NG. 16-0893-335 #1. Determine…

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Q: Determine the value of the stress in prestressed reinforcement at nominal strength

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Q: A vertical rod is attached at point A to the cast iron hanger shown. The force in the rod is 10…

A: Given : Force in rod is 10 Kips Determine : A) Stresses at point C and D  B) The position of…

Q: H.W. #4: A pin connected truss is loaded and supported as shown, determine: a) The normal stress in…

A: Determinea. The normal stress in member DE if it has cross sectional area of 750 mm2. b. The minimum…

Q: Find the max compressive and tensile normal stress of the beam below

A: Given Data  Determine the maximum compressive and tensile stress of the beam.

Q: use method of members to get results of joints A to E

A: To find reactions at all points

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

A: Given Fink truss with loads. To Find the forces in members EF, KL, and GL.

Q: SOLVE FOR THE FORCE IN ALL MEMBERS OF THE TRUSS. SHOW SOLUTIONS CLEARLY USING METHOD OF JOINTS AND…

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Q: 8kN 2m 3kN 4m | C LC A 0.15m Ti H 0.05m Section C-C 0.05m 0.20m

A: The given beam is subjected to points loads as shown in figure. The maximum bending stresses can be…

Q: Determine bar force members EB, EC, and DC using method of sections. You may not copy the problem. F…

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Q: 4) Determine the bar forces for the given truss. 12 9. 11 A 6. 10 13 a

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Q: Prove if the truss below is determinate, stable, or unstable. P is 3 Kips. Assume A and D as pin…

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Q: Which of the following best gives the nominal shear strength of a beam, Vn? O FyAw O FySx O 1.0Fydtw…

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Q: 1.) Determine bar force members EB, EC, and DC using method of sections. F E в 3,2 KN 2.0r G 2.0 m 8…

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Q: Determine the LFRD design strength and the ASD allowable for the WF section shown connected by 4-020…

A: Determine the LFRD design strength and the ASD allowable for the WF section shown connected by 4-Ø20…

Q: Find the residual forces acting in a truss with members AC=1000N (T), EG=520N (T), and FH= 1200N (C)…

A: To find member forces and value of load P1,P2,P3

Q: HiW@ Draw SitiD and BM.n for beam S hown by graphlal methds Ans/ yW/m Veny = 4 W, Vioy =-3 W hinge…

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Q: For the truss and loading shown, determine most economical cross-sectional area (in in2) of member…

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Q: 0:Design the steel reimforcement for flexural for the beam shown m the kN fig.below The dead load on…

A: if the size of beam is known and area of reinforcement is need to design then their is 2 cases  1-…

Q: Determine the force in bars BD, CD, and DE of the nacelle truss shown below. Indicate whether…

A: Given nacelle Truss with 4 loads 600lb and  1200 lb * 3 Support C is hinged and support F is roller…

Q: Determine the stress on member DF for the given truss if all of the members are 75 mm by 100 mm…

A: Given data in question  Load Span member length  To find out  Stress in member DF Note WE will use…

Q: 50 kN 50 kN 100 kN Sm 4m 3m From the given truss, which member has an internal force of 50 kN…

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Q: B 30⁰ P N 10 kN M L 20 kN FV 0 6 panels at 5 m K G 20 kN J 20 kN 30° 10 KN

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Q: Use Portal Method: A. Column Shear B. Column Moment C. Girder axial forces, moments and shear

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Q: 80 kN 60 kN 10 m 10 m 10 m L. A B D F 20 C E

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Q: Design the diameter of the pin for the hinge support if the allowable shear stress is 250 Mpa. 1500…

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Q: 13 lb, y = 7.94 ft, and the stress in the member is 12.47 ksi . Round off the final answer to two…

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Q: From the given Fink Truss, Identify all the zero force members. -2.4m -2.4m -2.4m 2.4m 2.4m 2.4…

A: To Determine all the zero force members in the given fink truss

Q: PROBLEM 2: Given the Howe truss, determine the force in members DF, DG, and EG. FIGURE 2 50 kN 33 kN…

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Q: A T-beam with bf-425mm, tf-100mm, bw=250mm, h-350mm, cc-30mm, stirrups 12mm is reinforced by 6-32mm…

A: Answer We are given Width of flange bf = 425 mm Thickness of flange tf = 100 mm Width of web bw =…

Q: a. Determine the maximum spacing of purlins (m) due to dead load plus live load only. (H

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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.