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 30, Problem 30.14Q
To determine
The size of engineered floor joist size required to span of
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Why does an I-Joist manufacturer perform MOE (modulus of elasticity) tests?
Q#1: Differentiate between the following:
a) One way beam supported Slab & One way Joist Slab
b) Two way beam supported Slab & Flat Slab Structural Systems
How many IF of bar joist are there in an area measuring 100' × 100' where the joists
are 30 inches on center?
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Architectural Drafting and Design (MindTap Course List)
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- Describe the procedure for fabricating and erecting the structural steel frame of a building?arrow_forwardWrite short notes on the following Distinguish between tied, spiral and composite columns What is the effective width of a T beam? What does it represent?arrow_forwardCite 3 uses of beams and cables (3 each).arrow_forward
- List the different structural analysis methods for beams, frames and trusses both for statically determinate and indeterminate structures. Describe the applications, limitations and appropriateness of each method. Cite your referencesarrow_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_forwardWhat are the classification of reinforcement bar support? Give and describe 10 examples for each classification.arrow_forward
- 6. Based on the following figure, explain how the steel decking is built. ...arrow_forwardDifferentiate between the following: Q) One way beam supported Slab & One way Joist Slab.arrow_forward* TABLE 8.2 Allowable Spans In Feet and Inches for Ceiling Joists (Drywall Celing) Modulus of Elasticity, E, in 1,000,000 psi Jei Sin Spaing 0.8 0.9 1.0 1.1 1.2 13 1.4 15 1.6 1.7 1.8 19 2.0 22 13-9 12-8 1180 11-7 11-10 12-11 13-2 13-4 12-2 1080 11-0 12-5 1130 11-3 103 10-7 830 9-8 910 8-5 10-11 880 9-11 970 11-3 930 10-3 9-10 1030 10-9 1220 11-9 1340 1270 11-11 1310 12-2 1400 12-6 12.0 980 710 8-11 780 7-10 770 9-4 I1-6 10-6 1080 9-2 1240 9-10 1390 10-5 1600 20-8 1440 10-7 1540 10-11 1760 21-8 1140 9-5 1190 1030 8-11 1170 17-8 930 1290 10-0 1480 19-11 16.0 850 8-1 970 2x4 9-8 10-3 8-8 I10 17-2 880 1540 20-3 1220 1040 16-8 830 15-2 1240 18-2 980 1300 18-8 I030 1420 19-6 1130 1650 21-0 1360 19-1 24.0 900 15-6 710 14-1 780 12-3 900 20-5 16-1 1400 19-8 1270 18-9 1390 164 1310 770 14-7 1180 18-1 12.0 15-7 16-1 16-6 16-11 17-4 17-8 18-5 19-1 1190 1240 15-2 1360 25-2 IO80 22-10 1190 19.11 160 32-1 1540 1290 15-9 14R0 26-2 T180 23-10 1340 1440 16-8 1650 27-5 970 1030 1080 1140 14-9 850 12-9…arrow_forward
- L-shaped beam explain where use.arrow_forwarda monolith floor framing plan is shown in the figure. the column are 300 mm square, girderes are 250 mm wide by 450 mm deep and slabs are 100 mm thick. the floor loads include floor finish of 0.77 kpa, ceiling system of 0.25 kpa, partition load of 1.0 kpa and live load of 4.8. bar centroid from the edge of the beam us 70mm. what is the total factored floor load?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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