Graphics and Structural DesignJohn Wiley & sons, Incorporated, 1913 - 426 pagina's |
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50 Small 8vo allowable apex assumed bars base beam bending moment bolts bracing calculated carry cement cent center of gravity center to center channels chimney column compression concrete crane curve dead load deflection determined diagonal diagram diameter distance Engineering equilibrium polygon exceed F₁ fiber stress flange angles flange force flange plates floor force polygon forces acting formula foundation girder given horizontal shear inertia influence diagram length live load material maximum bending maximum shear Mechanics modulus modulus of elasticity moment of inertia Muntins neutral axis P₁ panel parallel pounds per square purlins R₁ radius of gyration reinforcement resist resultant rivet spacing roof shearing stress shown in Fig side slab span splice square foot square inch strength tension thickness triangle truss uniform load vertical shear wall weight wheel wind load wind pressure ΙΟ