Mechanics of Materials (7th Edition)

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0 5 10 15 20 25 30 0 500 1000 1500 2000 2500 3000 3500 4000 Shear Diagram ; Problem 1.8 Beam Position, Feet Shear Force, lbf
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0 5 10 15 20 25 30 -70000 -60000 -50000 -40000 -30000 -20000 -10000 0 Moment Diagram; Problem 1.8 Beam-position (ft) Bending-moment (ft-lbf)
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Beam_position (feet) Shear-force (lbf) Bending-moment (ft-lbf) 0 3900 -66000 0.5 3860 -64060 1 3820 -62140 1.5 3780 -60240 2 3740 -58360 2.5 3700 -56500 3 3660 -54660 3.5 3620 -52840 4 3580 -51040 4.5 3540 -49260 5 3500 -47500 5.5 3460 -45760 6 3420 -44040 6.5 3380 -42340 7 3340 -40660 7.5 3300 -39000 8 3260 -37360 8.5 3220 -35740 9 3180 -34140 9.5 3140 -32560 10 3100 -31000 10.5 3060 -29460 11 3020 -27940 11.5 2980 -26440 12 2940
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Unformatted text preview: -24960 12.5 2900-23500 13 2860-22060 13.5 2820-20640 14 2780-19240 14.5 2740-17860 15 2700-16500 15.5 2660-15160 16 2620-13840 16.5 2580-12540 17 2540-11260 17.5 2500-10000 18 2460-8760 18.5 2420-7540 19 2380-6340 19.5 2340-5160 20 2300-4000 20 800-4000 20.5 760-3610 21 720-3240 21.5 680-2890 22 640-2560 22.5 600-2250 23 560-1960 23.5 520-1690 24 480-1440 24.5 440-1210 25 400-1000 25.5 360-810 26 320-640 26.5 280-490 27 240-360 27.5 200-250 28 160-160 28.5 120-90 29 80-40 29.5 40-10 30...
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This note was uploaded on 04/01/2008 for the course E MCH 013 taught by Professor Jameshendrickson during the Spring '07 term at Pennsylvania State University, University Park.

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chap1_prob8 - -24960 12.5 2900-23500 13 2860-22060 13.5...

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