Basic Theory of StructuresBasic Theory of Structures. |
Contents
PREFACE | 11 |
Shearing Force and Bending Moment | 41 |
Relationship between loading | 47 |
Copyright | |
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acting action angles applied arch assumed axial b.m. diagram bars base beam bending stress body bridge buckling Calculate cantilever carries centre component compression compressive stress concrete consider Construct cross-section deflection depth Determine developed direct stress displacement distance divided effect elastic equal equation equilibrium Example expression factor fibres Figure flange forces girder give given Hence horizontal inē influence line intensity internal joint lbf/ftē lbf/inē length line of s.f. load maximum maximum b.m. method moments neutral axis Note obtained pair parallel pinned plane portion position pressure principal produce ratio reaction representing resistance resultant shearing force shown in Fig shows simple simply supported space span steel strength structure strut subjected taking tensile tension tion tonf ft tonf/inē train truss uniform uniformly distributed load unit usually vector vertical wall weight wide