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 19, Problem 19.14Q
To determine
The definition ofa structured wiring system.
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3. Determine the approximate axial forces, shears, and moments for all the members of the
frame shown in Figure 3 using:
a) Portal method
b) Cantilever method
c) SAP2000
80 kN
40 kN
G
H
D
E
F
A
B
10 m
10 m
C
Figure 3. Problem 12.10 of Structural Analysis, 6th Edition, Aslam Kassimali.
6 m
6 m
Chapter 19 Solutions
Architectural Drafting and Design (MindTap Course List)
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- The answers that was given to me by you earlier were incorrect please help re solvearrow_forward1. A) Determine the reactions and draw the shear and bending moment diagrams for the beam shown in Figure 1 using the method of consistent deformation (beam-deflection formulas attached on the next page). B) After solving the problem manually, compare the results for reactions, shear force, and bending moment diagrams with the analysis from SAP2000 (Attach the SAP2000 file and results as part of your assignment submission). 10 kN/m 30 kN B C A D 4 m 9 m 6 m EI=constant Figure 1. Problem 15.4 of Structural Analysis, 6th Edition, Aslam Kassimali.arrow_forward2. Draw the approximate shear and bending moment diagrams for all the members of the frame shown in Figure 2, and compare the shear force and bending moment results with the analysis from SAP2000. G A 10 kN/m H 10 kN/m Ꭰ E 6 m B C 6 m 4 m F 4 m Figure 2. Problem 12.4 of Structural Analysis, 6th Edition, Aslam Kassimali.arrow_forward
- Consider two strata of the same soil material that lie between two channels. The first stratum is confined and the second one is unconfined, and the water surface elevations in the channels are 24 and 16 m above the bottom of the unconfined aquifer. What should be the thickness of the confined aquifer for which 2) the discharge through the confined aquifer is half of that through the unconfined aquifer?arrow_forwardConsider two strata of the same soil material that lie between two channels. The first stratum is confined and the second one is unconfined, and the water surface elevations in the channels are 24 and 16 m above the bottom of the unconfined aquifer. What should be the thickness of the confined aquifer for which 1) the discharge through both strata is equalarrow_forwardA confined aquifer of 10-m thickness and 16.43 m/day hydraulic conductivity is fully penetrated by a pumping well of 0.5 m radius operating at Q = 425 m3/day. Determine the drawdown (Sw) under steady-state conditions in the pumping well and 50 m away from the well. Take the radius of influence of the pumping as 300 m.arrow_forward
- Use the unit load method to compute the horizontal displacement at A. Take E =29,000 ksi. Themoment of inertia of each frame member is shown in the figure. Assume that the support at D is a pinsupport, and a roller support at A. Ignore shear and axial deformations, i.e., assume that thedeformations are due to bending only. Please show the actual steps and calculations/diagrams to solve. The last time I asked this question those were not provided.arrow_forwardA sample of silty sand is tested in cylinder of diameter (10 cm) and the length between the two measuring points is (25 cm) and the head difference is (15 cm), the flow rate is (1.7 cm3/min). Calculate the hydraulic conductivity (K)?arrow_forwardFor the shown figure: determine the hB and the vertical velocity? 2 cm 25 cm B 5 cm C Ground surface hB Water table Piezometric surface Unconfined aquifer (K= 10 m/day) Aquitard (K=0.2 m/day) Leaky aquiferarrow_forward
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