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mining Deflections 12 Deflection of Trusses by Algebraic Method 13
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acting algebraic analysis angle applied arch assumed beam shown Beams of Varying bending bers cantilever carry-over factors center of gravity change in length Coefficients for Beams computations continuous beam continuous frame curve deformations direct stress distance elastic weight analogy end moments equal equation fixed point fixed-beam fixed-end moments flection ft.-kips Hardy Cross Haunches hinged horizontal load indicated inertia influence diagram influence line joint laws of static located M/EI diagram member BC members of variable ment method moduli moments and shears moments of inertia Note points of inflection Portal Frame Prob problem radians ratio reactions redundant force reference resulting shear stress shown in Fig sign convention simple beam span static equilibrium statically indeterminate structures stiffness factors Table tangent tion truss unbalanced uniform load unit vertical load values variable cross section vertical deflection zero