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 28, Problem 28.10Q
To determine
The four common materials which are suitable for residence girders and beams.
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Chapter 28 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 28 - Prob. 28.1QCh. 28 - Prob. 28.2QCh. 28 - Prob. 28.3QCh. 28 - Prob. 28.4QCh. 28 - Prob. 28.5QCh. 28 - Prob. 28.6QCh. 28 - Prob. 28.7QCh. 28 - Prob. 28.8QCh. 28 - Prob. 28.9QCh. 28 - Prob. 28.10Q
Ch. 28 - Prob. 28.11QCh. 28 - Prob. 28.12QCh. 28 - Prob. 28.13QCh. 28 - Prob. 28.14QCh. 28 - Prob. 28.16QCh. 28 - Prob. 28.17QCh. 28 - Prob. 28.18QCh. 28 - Prob. 28.19QCh. 28 - Prob. 28.20QCh. 28 - Prob. 28.21QCh. 28 - Prob. 28.24QCh. 28 - Prob. 28.25QCh. 28 - Prob. 28.26QCh. 28 - Prob. 28.27QCh. 28 - Prob. 28.28QCh. 28 - Prob. 28.29QCh. 28 - Prob. 28.30QCh. 28 - Prob. 28.32QCh. 28 - Prob. 28.33QCh. 28 - Prob. 28.34QCh. 28 - Prob. 28.35QCh. 28 - Prob. 28.37QCh. 28 - Prob. 28.38QCh. 28 - Prob. 28.39Q
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- Design of Concrete Beamsarrow_forwardFor a specific beam cross-section, the required reinforcement is analyzed as and psi. State your selection of the rebars in terms of the bar size, the number of bars, and the grade. No unique answer, just discuss your thoughts logically and concisely.arrow_forwardList all the Structural Steel Standards and Identify the steel grades specified for each standard.arrow_forward
- Q4/ Complete the following statements as appropriate a- The amount of steel reinforcement is calculated according to the following formula b- The approximate estimation is c- Duration of maintenance is d- Electrical work calculate in e- The form area for the beam equalarrow_forwardBeam structurearrow_forwardQ#1: Differentiate between the following: a) One way beam supported Slab & One way Joist Slab b) Two way beam supported Slab & Flat Slab Structural Systemsarrow_forward
- Briefly describe why we ignore the concrete below the primary tensile reinforcement in terms of structural capacity but include it in the self-weight of the beam.arrow_forwardCompare and contrast "Ordinary Timber and Mass Timber".arrow_forwardDiagram from memory several different ways of connecting precast concrete beams to columns.arrow_forward
- c) What are limitation in Etabs ? Please answer the question according to your practice course d) What the differences between the options: Modeling, Analysis, Design and Detailing? e) How to define your beams columns ? please explain it brieflyarrow_forwardQuestion 114 What is the minimum area of tension reinforcement in beams when Fe 415 is used?arrow_forward9.21 - 12"-6" - ----12-6⁰⁰- (2 CI M235 M235 M235 M235 W1235 -25'-0". Steel Framing Plan lovet 1 Foot M235 T C2 Column C1 C2 C3 C1230 1.c3 M235 C2 W1255 W205 W12:35 -25'-0" Size W8 X 28 W12 X 40 W12 X 53 C2 F CS C2 M255 6.535 8.005 9.995 W205 M235 M235 W205 25-0" Flange Width (in) Depth (in) 8.06 11.94 12.06 F a (2 H CIarrow_forward
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