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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. 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

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
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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