Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN: 9781285165738
Author: Alan Jefferis, David A. Madsen, David P. Madsen
Publisher: Cengage Learning
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Chapter 8, Problem 8.49Q
To determine
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Replace the forces acting at A and D with an equivalent force-couple system acting at point B.
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Chapter 8 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 8 - Prob. 8.1QCh. 8 - Prob. 8.2QCh. 8 - Prob. 8.3QCh. 8 - Prob. 8.4QCh. 8 - Prob. 8.5QCh. 8 - Prob. 8.6QCh. 8 - Prob. 8.7QCh. 8 - Prob. 8.8QCh. 8 - Prob. 8.9QCh. 8 - Prob. 8.10Q
Ch. 8 - Prob. 8.11QCh. 8 - Directions: Answer the following questions with...Ch. 8 - Prob. 8.13QCh. 8 - Prob. 8.14QCh. 8 - Prob. 8.15QCh. 8 - Prob. 8.16QCh. 8 - Prob. 8.17QCh. 8 - Prob. 8.18QCh. 8 - Prob. 8.19QCh. 8 - Prob. 8.20QCh. 8 - Prob. 8.21QCh. 8 - Prob. 8.22QCh. 8 - Prob. 8.23QCh. 8 - Prob. 8.24QCh. 8 - Prob. 8.25QCh. 8 - Prob. 8.26QCh. 8 - Directions: Answer the following questions with...Ch. 8 - Prob. 8.28QCh. 8 - Prob. 8.29QCh. 8 - Prob. 8.30QCh. 8 - Prob. 8.31QCh. 8 - Prob. 8.32QCh. 8 - Prob. 8.33QCh. 8 - Prob. 8.34QCh. 8 - Prob. 8.35QCh. 8 - Prob. 8.36QCh. 8 - Prob. 8.37QCh. 8 - Prob. 8.38QCh. 8 - Prob. 8.39QCh. 8 - Prob. 8.40QCh. 8 - Prob. 8.41QCh. 8 - Prob. 8.42QCh. 8 - Prob. 8.43QCh. 8 - Prob. 8.44QCh. 8 - Prob. 8.45QCh. 8 - Prob. 8.46QCh. 8 - Prob. 8.47QCh. 8 - Prob. 8.48QCh. 8 - Prob. 8.49QCh. 8 - Prob. 8.50QCh. 8 - Prob. 8.2PCh. 8 - Prob. 8.4PCh. 8 - Prob. 8.9PCh. 8 - Prob. 8.10PCh. 8 - Prob. 8.11PCh. 8 - Prob. 8.12PCh. 8 - Prob. 8.13PCh. 8 - Prob. 8.15P
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- A For the gravity concrete dam shown in the figure, the following data are available: -The factor of safety against sliding (F.S sliding) =1.2 - Unit weight of concrete (Yeone) 24 KN/m³ - Neglect( Wave pressure, silt pressure, ice force and earth quake force) H=0.65, (Ywater)= 9.81 KN/m³ Find factor of safety against overturning (F.S overturning) 10m 5m 6m 80marrow_forwardDraw the shear force and bending moment diagramarrow_forwardThe pin-connected structure consists of a rigid beam ABCD and two supporting bars. Bar (1) is an aluminum alloy [E = 75 GPa] with a cross-sectional area of A₁ = 850 mm². Bar (2) is a bronze alloy [E = 109 GPa] with a cross-sectional area of A₂ = 410 mm². Assume L₁=2.6 m, L₂-3.3 m, a=0.7 m, b=1.5 m, and c=0.8 m. All bars are unstressed before the load P is applied; however, there is a 4.5-mm clearance in the pin connection at A. If a load of P = 45 kN is applied at B, determine: (a) the normal stresses σ1,02, in both bars (1) and (2). (b) the normal strains €1, €2, in bars (1) and (2). (c) determine the downward deflection VA of point A on the rigid bar. (1) Answers: a (a) σ1 = (b) E₁ = (C) VA = i i i ล B C L2 b C MPa, σ = i με, Ε2 i mm. MPa. μεarrow_forward
- The pin-connected structure consists of a rigid beam ABCD and two supporting bars. Bar (1) is an aluminum alloy [E = 79 GPa] with a cross-sectional area of A₁ = 780 mm². Bar (2) is a bronze alloy [E = 104 GPa] with a cross-sectional area of A₂ = 460 mm². Assume L₁=1.6 m, L₂-2.1 m, a=0.6 m, b=1.8 m, and c-1.3 m. All bars are unstressed before the load P is applied; however, there is a 4-mm clearance in the pin connection at A. If a load of P = 58 kN is applied at B, determine: (a) the normal stresses 01,02, in both bars (1) and (2). (b) the normal strains €1,2, in bars (1) and (2). (c) determine the downward deflection VA of point A on the rigid bar. (1) L₁ B Answers: (a)σ = b ล L2 C D i MPa, σ1 = i MPa. με, Ε2 = i με. (b) €1 = i (C) VA = i mm.arrow_forwardA load of P = 114 kN is supported by a structure consisting of rigid bar ABC, two identical solid bronze [E = 116 GPa] rods, and a solid steel [E=192 GPa] rod, as shown. The bronze rods (1) each have a diameter of 19 mm and they are symmetrically positioned relative to the center rod (2) and the applied load P. Steel rod (2) has a diameter of 28 mm. All bars are unstressed before the load P is applied; however, there is a 1.5-mm clearance in the bolted connection at B. Assume L₁ = 2.4 m and L₂ = 1.5 m. Determine: (a) the normal stresses in the bronze and steel rods (01, 02). (b) the downward deflection of rigid bar ABC. (1) Answers: L2 (a) σ1 (b) v = = i i B (1) MPa, 02 mm. = i MPa.arrow_forwardA load of P = 114 kN is supported by a structure consisting of rigid bar ABC, two identical solid bronze [E = 116 GPa] rods, and a solid steel [E=192 GPa] rod, as shown. The bronze rods (1) each have a diameter of 19 mm and they are symmetrically positioned relative to the center rod (2) and the applied load P. Steel rod (2) has a diameter of 28 mm. All bars are unstressed before the load P is applied; however, there is a 1.5-mm clearance in the bolted connection at B. Assume L₁ = 2.4m and L2 = 1.5 m. Determine: (a) the normal stresses in the bronze and steel rods (01,02). (b) the downward deflection of rigid bar ABC. (1) Answers: (a)σ1 = (b) vi L2 (2) (1) B P mm. Li MPa, 02 MPa. =arrow_forward
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