Strength of MaterialsSimple stress, simple strai, torsion, shear and moment in beams, beam deflections, continuous beams, combined stresses. |
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Page 126
... reaction . The maximum reaction for a group of moving loads on a span occurs either at the left reaction , when the leftmost load is over that reaction , or at the right reaction , when the rightmost load is over it . In other words ...
... reaction . The maximum reaction for a group of moving loads on a span occurs either at the left reaction , when the leftmost load is over that reaction , or at the right reaction , when the rightmost load is over it . In other words ...
Page 256
... reaction R and the midspan value of EIS . L2 P Ans . R = ( 5/16 ) P ; EI8 = ( 7/768 ) PL3 R Figure P - 719 720. Compute the reaction R and sketch shear and moment diagrams for the propped beam shown in Fig . P - 720 . Wol T wo L R L ...
... reaction R and the midspan value of EIS . L2 P Ans . R = ( 5/16 ) P ; EI8 = ( 7/768 ) PL3 R Figure P - 719 720. Compute the reaction R and sketch shear and moment diagrams for the propped beam shown in Fig . P - 720 . Wol T wo L R L ...
Page 284
... reaction acts upward at the end having the larger negative moment . A convenient way of arranging the values of simple beam and couple re- actions is shown in Fig . 8-12a . The couple reactions were computed as follows , the numerical ...
... reaction acts upward at the end having the larger negative moment . A convenient way of arranging the values of simple beam and couple re- actions is shown in Fig . 8-12a . The couple reactions were computed as follows , the numerical ...
Common terms and phrases
allowable stresses aluminum angle assumed axes axial load beam in Fig beam loaded beam shown bending bending moment bolts cantilever beam centroid column compressive stress Compute the maximum concentrated load connector cross section deformations Determine the maximum diameter elastic curve element equal equivalent Euler's formula fibers flange flexural stress flexure formula free-body diagram Hence Hooke's law horizontal Illustrative Problem kips kN·m kN/m lb.ft lb/ft length loaded as shown M₁ maximum shearing stress maximum stress method midspan mm² Mohr's circle moment of inertia neutral axis obtain P₁ plane product of inertia proportional limit R₂ R2 Figure radius reaction resisting resultant rivet segment shaft shear center shear diagram shearing force shown in Fig slope Solution span steel strain tensile stress thickness torque torsional U.S. Customary Units uniformly distributed load vertical shear weld zero ΕΙ