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 7, Problem 7.7P
To determine
The conversion of
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Please answer the question in the picture and make sure your work is correct please. Thank you
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Chapter 7 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 7 - Prob. 7.1QCh. 7 - Prob. 7.2QCh. 7 - Prob. 7.3QCh. 7 - Prob. 7.4QCh. 7 - Prob. 7.5QCh. 7 - Prob. 7.6QCh. 7 - Prob. 7.7QCh. 7 - Prob. 7.8QCh. 7 - Prob. 7.9QCh. 7 - Prob. 7.10Q
Ch. 7 - Prob. 7.11QCh. 7 - Prob. 7.12QCh. 7 - Prob. 7.13QCh. 7 - Prob. 7.14QCh. 7 - Prob. 7.15QCh. 7 - Prob. 7.16QCh. 7 - Prob. 7.17QCh. 7 - Prob. 7.18QCh. 7 - Prob. 7.19QCh. 7 - Prob. 7.20QCh. 7 - Prob. 7.5PCh. 7 - Prob. 7.6PCh. 7 - Prob. 7.7PCh. 7 - Prob. 7.8PCh. 7 - Prob. 7.9PCh. 7 - Prob. 7.10PCh. 7 - Prob. 7.11PCh. 7 - Prob. 7.12PCh. 7 - Prob. 7.13PCh. 7 - Prob. 7.14PCh. 7 - Prob. 7.15P
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- Please solve this and make sure you show all of your work, Thank you for your help!arrow_forward15'-0" 15'-0" Architect specifications: 1) Superimposed dead load (including finishes, partition, mep etc) for each floor are shown next page. 2) The facade weight is 200 plf and it's all around the building, the parapet weight at the roofs is 100 plf. Don't forget to add these loads at the perimeter beams. 3) Wind Load is 30 psf 4) Use steel or LVL for beams, TJI of common wood for joists. 5) Submit your calc package by Sunday May 11th ALL STRUCTURAL ITEMS IN RED ARE PART OF THE GRAVITY SYSTEM ALL STRUCTURAL ITEMS IN BLUE ARE PART OF THE LATERAL SYSTEM I 10'-0" 2 10'-0" 10'-0" B I I I LAYOUR FOR OFFICES Things Required Dead and Live Load Schedule Gravity design for office floor - Load calculations (DL + LL + facade load if on perimeter) Beam sizing Joist spacing/type (TJI or LVL) Provide calculations for: Reaction forces Maximum moments Shear • Beam sizes (steel or LVL) Key Map of elements (your office layout plan with beam/joist marks) Iarrow_forwardplease solve the problem in the picture make sure you show all of your work, thank you so much for your help!arrow_forward
- Please solve the question in the picture make sure you show all of your work and show every step you do please. Thank you so much for your help!arrow_forwardPlease answer the question in the picture. solve for the ground level and also for the 2nd level please. Make sure to show all of your work. Thank you for your help!arrow_forwardQ3: Assuming the length of all vehicles is 6 m and the road length is 300 m, determine: SMS, TMS, Density, average spacings between vehicles and average headway at A- A section. 50 kph Veh 4 70 m 40 kph Veh 3 60 m 30 kph Veh 2 20m 25 kph A Veh 1 Traffic direction A (40 marks)arrow_forward
- The drainage system shown in fig 14.35 is designed to collect the stormwater from 3 atreas The areas runoof coefficients and overland flow times are as follows The rainfall intensity i (mm/h) as a function of rainfall duration t(min) is i =1.12/t+110 The flow time in sewer 1-2 is 2min and in sewer 2-3 is 2.5 minarrow_forwardPlease answer the question from the picture, show each step and explain please. Thank you so mucharrow_forwardFigure 1 shows the plan view of an Exhibition Hall with dimensions L1 x L2. The structure is to be constructed in a coastal region which will be exposed to mostly mild environmental conditions and should provide a 1.5-hour fire resistance. It is known that the underlying foundation soil contains sulphate and other organic compounds. The layout of the structure consists of portal frames which are spaced evenly along the L2 direction. The frames are to support a slab of thickness (t) that will cover the full area of the hall plan. The dead and live loads applied on the slab are G and Q (kPa), respectively.arrow_forward
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