Construction Management, 5th Edition
5th Edition
ISBN: 9781119425731
Author: Daniel W. Halpin
Publisher: WILEY
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Chapter 6, Problem 8RQE
To determine
How much John will have to pay in taxes for the $100,000 from the partnership with his siblings?
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The steel frameword below is used to support the reinforced concrete slab used for an office area above the first storey. The slab is 210 mm thick. Sketch the loading that acts along members BE and FED. Use a = 2.15 m and b = 5.25 m. Refer to the 2024 OBC live load table. The unit weight for the concrete is 24.15 kN/m3.find:Loading for member BE Loading for member FED Live and Dead Loads
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Construction Management, 5th Edition
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- Determine 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_forwardDetermine 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_forward
- Draw 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_forwardP10.7 WP For the simply supported steel beam [E = 200 GPa; I = 129 × 106 mm²] shown in Figure P10.7, use the double-integration method to determine the deflection at B. Assume that L = 4 m, P = 60 kN, and w = 40 kN/m. A B FIGURE P10.7 Warrow_forward
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