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Page 116
Ferdinand Leon Singer. 500 lb 1000 lb 300 lb / ft 두 누구 200 lb / ft 100 lb / ft 5 ' 10 ' 10 ' R1 R2 20 ' 4 ' Fig . P - 427 . 427. Beam loaded as shown in Fig . P - 427 . Fig . P - 428 . Ans . Max . M = 5000 ft - lb 428. In the ...
Ferdinand Leon Singer. 500 lb 1000 lb 300 lb / ft 두 누구 200 lb / ft 100 lb / ft 5 ' 10 ' 10 ' R1 R2 20 ' 4 ' Fig . P - 427 . 427. Beam loaded as shown in Fig . P - 427 . Fig . P - 428 . Ans . Max . M = 5000 ft - lb 428. In the ...
Page 119
Ferdinand Leon Singer. R1 w lb / ft w lb / ft 72 + Fig . P - 441 . R2 442. Beam loaded as shown in Fig . P - 442 . 443. Beam loaded as shown in Fig . P - 443 . Ans . Max . M = 1267 ft - lb Ans . Max . M = 4720 ft - lb 1200 lb 120 lb / ft ...
Ferdinand Leon Singer. R1 w lb / ft w lb / ft 72 + Fig . P - 441 . R2 442. Beam loaded as shown in Fig . P - 442 . 443. Beam loaded as shown in Fig . P - 443 . Ans . Max . M = 1267 ft - lb Ans . Max . M = 4720 ft - lb 1200 lb 120 lb / ft ...
Page 284
Ferdinand Leon Singer. distributed load of w lb / ft over the middle span . wL2 1 + 28 Ans . M2 = 4 4 ( 1 + α ) ( a + ... ft - lb ; M3 = -8020 ft - lb 400 lb 400 lb 100 lb / ft 10 ' 5 ' 5 ' 3 ' 6 ' 3 ' R1 R2 R3 R1 Fig . P - 825 . 826. See ...
Ferdinand Leon Singer. distributed load of w lb / ft over the middle span . wL2 1 + 28 Ans . M2 = 4 4 ( 1 + α ) ( a + ... ft - lb ; M3 = -8020 ft - lb 400 lb 400 lb 100 lb / ft 10 ' 5 ' 5 ' 3 ' 6 ' 3 ' R1 R2 R3 R1 Fig . P - 825 . 826. See ...
Contents
APPENDIX B TABLES | 2 |
Shearing Stress | 10 |
SIMPLE STRAIN | 26 |
Copyright | |
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acting actual allowable angle applied assumed axial axis beam beam shown bending bolt carries caused centroid circle column compressive compressive stress compute concentrated concrete consider constant couple cross section deflection deformation determine developed diagram diameter direction distance effect elastic curve element equal equation equivalent expressed flexural stress force formula ft-lb given gives Hence horizontal ILLUSTRATIVE inertia joint lb/ft length limit load material maximum method midspan moments negative neutral axis normal obtain occurs plane plate positive Prob PROBLEMS produce R₁ radius reaction relation resisting respect resultant rivet segment shaft shearing stress shown in Fig shows simply slope Solution Solve span spring steel strain strength supported Table tangent tensile thickness torque torsional uniformly varies vertical wall yield zero ΕΙ