SUSTAINABLE ENERGY (LL)
2nd Edition
ISBN: 9780357667224
Author: DUNLAP
Publisher: CENGAGE L
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Chapter 9, Problem 5P
To determine
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SUSTAINABLE ENERGY (LL)
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- For the structural frame below, draw the shear force (VFD) and bending moment (BMD) diagrams for each of the three members of the frame. The frame is pin connected at A, C and D and fixed at joint B.Find:VFD & BMD for segment AB VFD & BMD for segment BCVFD & BMD for segment CD Reaction Forces VFD Equations BMD EquationsFree Body Diagramsarrow_forwardDetermine the horizontal and vertical reactions at A and C for the two member frame below. Use P1 = 3.2 kN, P2 = 14.5 kN/m, L1 = 3.3 m, and L2 = 2.3 m. Free Body DiagramsTriangular Load Use of Pin Reaction Forcesarrow_forwardDetermine the reaction forces at supports A and C for the compound beam. Assume C is fixed, B is a pin, and A is a roller. Use P1 = 16 kN/m, P2 = 21 kN, L1 = 3.5 m, L2 = 1.5 m, and L3 – 1.5 m. needs:Triangular Load Use of Pin Reaction Forcesfree body diagramsarrow_forward
- Determine all displacement components and internal reactions at node 2 using the stiffness method. Assume I = 300(10^6) mm4, A = 10(10^3) mm2, E = 200 GPa for each member. Use the values of L3=2.5m, L4=4.5m, w=12kN/m and P=10kN.arrow_forwardDraw the BMD of the frame on the compression side showing all salient values using the stifness method. Assume I = 300(10^6) mm4, A = 10(10^3) mm2, E = 200 GPa for each member. Use the values of L3=2.5m, L4=4.5m, w=12kN/m and P=10kN. Please show all workingarrow_forwardSchool of I- I- 30 ft C1 B1 B2 E G1 4 @ 8 ft Floor 13 Span C3 G2 4 @ 8 ft -I- 30 ft 1. Calculate the dead load, wp (kip/ft), applied to beam B2 based on tributary load analysis for the given loads and floor span direction. In addition to the weight of concrete, include an additional 25 psf dead load (total of fixed partitions, HVAC, and drop ceiling). Neglect the beam self-weight and the weight of the corrugated steel sheet metal. 2. Draw an FBD of beam B2 showing the calculated dead load, wp, and support reactions. 3. Report the maximum bending moment (kip-ft) in beam B2 due to dead load. 4. What is the minimum uniform live load, L. (psf), for this occupancy? 5. Calculate the live load, WL (kip/ft), applied to beam B2 based on tributary load analysis for the occupancy and floor span direction. 6. Draw an FBD of beam B2 showing the calculated live load, wL, and reactions 7. Report the maximum bending moment (kip-ft) in beam B2 due to live load. 8. Is live load reduction allowed for…arrow_forward
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