For 5 kips load what is the bending moment at the center of the span (ch. 1-4) and 1.5 ft from the support (ch. 5-8). Draw the SFD (shear force diagram) and BMD (bending moment diagram) with values and locate the points on the SFD and BMD (with reference to location of strain gauges). Show all calculations. E = 10000 ksi Load micro-Strain Stress (ksi) (lbf) ch 1 ch 2 ch 3 ch 4 ch 5 ch 6 ch 7 ch 8 ch 1 Ich 2 ch 3 ch 4 ch 5 ch 6 ch 7 ch 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1008 -223 8 103 233 -114 0 49 117 -2.23 0.08 1.03 2.33 -1.14 0 0.49 1.17 2000 -439 16 205 459 -225 -1 98 231 -4.39 0.16 2.05 4.59 -2.25 -0.01 0.98 2.31 3003 -657 25 308 690 -339 -1 148 348 -6.57 0.25 3.08 6.9 -3.39 -0.01 1.48 3.48 4000 -868 34 408 913 -449 -2 195 460 -8.68 0.34 4.08 9.13 -4.49 -0.02 1.95 4.6 5003-1085 43 511 1142-562 -3 6015 -1305 53 616 1375 -678 -4 7000 -1518 62 717 1601 -789 245 244 575 -10.9 0.43 5.11 11.42 -5.62 -0.03 2.44 5.75 293 692 -13.1 0.53 6.16 13.75 -6.78 -0.04 2.93 6.92 -5 340 805 -15.2 0.62 7.17 16.01 -7.89 -0.05 3.4 8.05

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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For 5 kips load what is the bending moment at the center of the span (ch. 1-4) and 1.5 ft from
the support (ch. 5-8). Draw the SFD (shear force diagram) and BMD (bending moment
diagram) with values and locate the points on the SFD and BMD (with reference to location of
strain gauges). Show all calculations.
Transcribed Image Text:For 5 kips load what is the bending moment at the center of the span (ch. 1-4) and 1.5 ft from the support (ch. 5-8). Draw the SFD (shear force diagram) and BMD (bending moment diagram) with values and locate the points on the SFD and BMD (with reference to location of strain gauges). Show all calculations.
E =
10000 ksi
Load
micro-Strain
Stress (ksi)
(lbf) ch 1
ch 2
ch 3
ch 4
ch 5 ch 6
ch 7 ch 8
ch 1
Ich 2
ch 3
ch 4
ch 5
ch 6
ch 7
ch 8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1008
-223
8
103
233
-114
0
49
117 -2.23
0.08
1.03
2.33
-1.14
0
0.49
1.17
2000
-439
16
205
459
-225
-1
98
231 -4.39
0.16
2.05
4.59
-2.25
-0.01
0.98
2.31
3003 -657
25
308
690
-339
-1
148
348 -6.57
0.25
3.08
6.9
-3.39
-0.01
1.48
3.48
4000 -868
34
408 913 -449
-2
195
460 -8.68
0.34
4.08
9.13
-4.49
-0.02
1.95
4.6
5003-1085
43
511
1142-562
-3
6015 -1305
53
616 1375 -678
-4
7000 -1518 62
717 1601 -789
245
244
575 -10.9
0.43
5.11
11.42
-5.62
-0.03
2.44
5.75
293
692 -13.1
0.53
6.16
13.75
-6.78
-0.04
2.93
6.92
-5 340
805 -15.2
0.62
7.17
16.01
-7.89
-0.05
3.4
8.05
Transcribed Image Text:E = 10000 ksi Load micro-Strain Stress (ksi) (lbf) ch 1 ch 2 ch 3 ch 4 ch 5 ch 6 ch 7 ch 8 ch 1 Ich 2 ch 3 ch 4 ch 5 ch 6 ch 7 ch 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1008 -223 8 103 233 -114 0 49 117 -2.23 0.08 1.03 2.33 -1.14 0 0.49 1.17 2000 -439 16 205 459 -225 -1 98 231 -4.39 0.16 2.05 4.59 -2.25 -0.01 0.98 2.31 3003 -657 25 308 690 -339 -1 148 348 -6.57 0.25 3.08 6.9 -3.39 -0.01 1.48 3.48 4000 -868 34 408 913 -449 -2 195 460 -8.68 0.34 4.08 9.13 -4.49 -0.02 1.95 4.6 5003-1085 43 511 1142-562 -3 6015 -1305 53 616 1375 -678 -4 7000 -1518 62 717 1601 -789 245 244 575 -10.9 0.43 5.11 11.42 -5.62 -0.03 2.44 5.75 293 692 -13.1 0.53 6.16 13.75 -6.78 -0.04 2.93 6.92 -5 340 805 -15.2 0.62 7.17 16.01 -7.89 -0.05 3.4 8.05
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