Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN: 9781285165738
Author: Alan Jefferis, David A. Madsen, David P. Madsen
Publisher: Cengage Learning
expand_more
expand_more
format_list_bulleted
Question
Chapter 31, Problem 31.1P
To determine
To calculate:The shear failure for given
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solution
Students have asked these similar questions
If a wide-flanged beam fails in local buckling of the flange, will the top flange, the bottom flange, or both buckle? Explain.
what is the largest udl that could be applied to a cantilever beam 5m long if the allowable stress is 100mpa in tension, and 120mpa in compression?
TABLE 8.5 Allowable Spans in Feet and inches for Low-Slope Raftern, Slope 3 in 12 or Less (No Celling
Siat Spacing
IN)
Allowable Extreme Fiber Stress in Bending F (pai).
1200
500
600
700
800
900
1000
1100
1300
1400
1500
1600
1700
1800
1900
11-7
13-0
0.94
13-7
109
11-9
0.94
9.7
14-2
124
12-4
14-9
154
15-11
16-5
191
14-2
16-11 17-5
2.28
15-1
9-2
10-0
17-10
10-10
0.55
9-5
12-4
0.67
O80
10-8
1.56
13-3
12.0
2.09
033
7-11
0.29
6-6
0.44
140
12-10
1.73
13-9
247
156
10-0
058
8-2
113
0.82
9-2
8-8
14-8
1.35
10-10
0.70
107
10-0
121
10-5
0.99
19-6
1.50
1.65
11-7
181
11-11
1.97
12-4
214
12-8
2x6
160
0.38
7-1
0,48
7-8
0.39
8-8
11-3
1.22
20-11
L73
18-2
0.24
12-1
0.33
10-6
0.29
8-7
024
15-5
0.33
13-4
0.31
13-3
0.44
11-6
0.48
15-3
0.57
16-3
0.67
17-1
0.77
17-11
0.88
18-9
L10
20-3
1.35
21-7
148
22-3
2.09
1.75
22-11 23-7
2.28
24.0
1.61
144
067
13-3
0.94
14-10
1.09
15-6
124
16-3
140
16-10
121
13-9
0.99
24-10
1.56
17-6
12.0
0.55
12-5
0.48
10-1
0.39
0.80
14-0
191
18-9
2.47
19-10 20-5
19-4
0.70
I1-6
2x8
16.0…
Chapter 31 Solutions
Architectural Drafting and Design (MindTap Course List)
Knowledge Booster
Similar questions
- If you are the designer in this case, when the beam is an indeterminate structure, would you recommend plastic design?arrow_forwardProblem No. 4 Design the form for an 18-inch-wide beam with a total depth of 24 inches as shown below. The weight of the steel and concrete weighs 150 pcf and the deflection of the form is limited to 1/8 inch between supports. There are 8 of these beams in the structure so that the form will be reused. 3/4" plywood Joist, 2'o.c. -Ledger Stringer Kicker 2 x 4 blocking 2 x 4, fat Beam bottomarrow_forwardFlexure beam.arrow_forward
- What is the collapse load of beam as shown in figure? A B 10M₂ L 12Mp L 3M, 1/2 W ↓ to C D M₂ 1/2 16Mp L SMp Larrow_forwardExample 3 Estimate the steel reinforcement for the Column as Shown in figures below -010mm@10cm -0.40 m 0mm@20am 10rmma10om Ø 10 / 200 mm c/c 8 Ø 16 mm 410rmm@10cm -90° hook 135 135 hook frommo20cm $10mm@10cm b) 0.40 m 0.10m-arrow_forwardIn designing a RC beam, actual steel ratio is kept well below the balanced steel ratio. What are the reasons behind it.?arrow_forward
- The interior of the big box store is framed with open web steel joists and joist girders supported on HSS (square tube) columns. A partial framing plan showing 4 bays in the building corner is shown below. (The building is 10 bays across and 8 bays deep). The columns are 24’-0” tall. The HSS 8x8x3/8 weigh 37.6 plf, the 24K10 weigh 13.1 plf, and the 36G9N10K weigh 57.0 plf. The roofing consists of open, 1-1/2” deep, Type B, galvanized, 22 gauge, acoustical perforated steel decking with fiberglass insulation that weighs 1.78 psf. (See attachment 1) Determine the total quantity of steel in the building, in tons. Determine the national average bare cost for the columns using section 05 12 23 of RSMeans Determine the national average bare cost for the joists using section 05 21 19 of RSMeans Determine the national average bare cost for the joist girders using section 05 21 23 of RSMeans. Determine the national average bare cost for the steel roof decking using section 05 31 23 of…arrow_forwardthe load is 150kN at the center of the beam and the dimension of the beam is 6x6x24. compute for modulus of rupturearrow_forwardDetermine the degree of indeterminacy of the following truss Type your answer.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_forwardUsing single span beam please show solutionarrow_forwardHow do i find the tension/compression in DC & DF?arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Architectural Drafting and Design (MindTap Course...Civil EngineeringISBN:9781285165738Author:Alan Jefferis, David A. Madsen, David P. MadsenPublisher:Cengage Learning
Architectural Drafting and Design (MindTap Course...
Civil Engineering
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Cengage Learning