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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Quantity takeoff

Quantity takeoffs (QTO) are precise estimates of the materials and labor costs required to finish a construction project. During the pre-construction phase, an estimator prepares them, breaking down the project into smaller, more manageable parts that ar…

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Chapter 4, Problem 4.12Q

Directions: Answer the following questions with short, complete statements or drawings as needed, or complete the electronic chapter test on the Student Companion Website.

1. Type your name, Chapter 4 Test, and the date at the top of the document.

2. Type the question number and provide the answer. You do not need to write the question unless otherwise specified by your instructor.

Define the term platform as related to CADD software.

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Chapter 4, Problem 4.11Q

Chapter 4, Problem 4.13Q

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止 Q.1 Using the lightest W section shape to design the compression member AB shown in Fig. below, the concentrated service dead load and live load is PD-40kips and PL 150kips respectively. The beams and columns are oriented about the major axis and the columns are braced at each story level for out-of-plan buckling. Assume that the same section is used for columns. Use Fy-50 ksi. 32456 A

02. Design a W shape beam is used to support the loads for plastered floor, shown in Figure. Lateral bracing is supplied only at the ends. Depend LRFD and Steel Fy=50ksi. Note: The solution includes compute C, Check deflection at center of beam as well as shear capacity) B P10.5 P=140 W C Hing Hing 159 A 15.ft

Chapter 4 Solutions

Architectural Drafting and Design (MindTap Course List)

Ch. 4 - Prob. 4.1Q Ch. 4 - Prob. 4.2Q Ch. 4 - Prob. 4.3Q Ch. 4 - Prob. 4.4Q Ch. 4 - Prob. 4.5Q Ch. 4 - Prob. 4.6Q Ch. 4 - Prob. 4.7Q Ch. 4 - Prob. 4.8Q Ch. 4 - Prob. 4.9Q Ch. 4 - Prob. 4.10Q

Ch. 4 - Prob. 4.11Q Ch. 4 - Directions: Answer the following questions with...Ch. 4 - Prob. 4.13Q Ch. 4 - Prob. 4.14Q Ch. 4 - Prob. 4.15Q Ch. 4 - Prob. 4.16Q Ch. 4 - Prob. 4.17Q Ch. 4 - Prob. 4.18Q Ch. 4 - Prob. 4.19Q Ch. 4 - Prob. 4.20Q Ch. 4 - Prob. 4.21Q Ch. 4 - Prob. 4.22Q Ch. 4 - Prob. 4.23Q Ch. 4 - Prob. 4.24Q Ch. 4 - Prob. 4.25Q Ch. 4 - Prob. 4.26Q Ch. 4 - Prob. 4.27Q Ch. 4 - Prob. 4.28Q Ch. 4 - Prob. 4.29Q Ch. 4 - Prob. 4.30Q Ch. 4 - Prob. 4.31Q Ch. 4 - Prob. 4.32Q Ch. 4 - Prob. 4.33Q Ch. 4 - Prob. 4.34Q Ch. 4 - Prob. 4.35Q Ch. 4 - Prob. 4.36Q Ch. 4 - Prob. 4.1P Ch. 4 - Prob. 4.2P Ch. 4 - Prob. 4.3P Ch. 4 - Prob. 4.4P Ch. 4 - Prob. 4.5P Ch. 4 - Prob. 4.6P Ch. 4 - Prob. 4.7P Ch. 4 - Prob. 4.8P Ch. 4 - Prob. 4.9P Ch. 4 - Prob. 4.10P Ch. 4 - Prob. 4.11P Ch. 4 - Prob. 4.12P Ch. 4 - Prob. 4.13P Ch. 4 - Prob. 4.14P Ch. 4 - Prob. 4.15P Ch. 4 - Prob. 4.16P Ch. 4 - Prob. 4.17P Ch. 4 - Prob. 4.18P

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