Structural AnalysisThe purpose of this book is to introduce readers to the elementary fundamentals of structural analysis for beams, trusses, and frames. Known for its accessibility, this text enables readers to develop a thorough understanding of both statically determinate and statically indeterminate structures. |
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Page 309
... external loads is applied to a deformable structure the points of load applica- tion move , with the result that the members or elements making up the structure become deformed . According to the conservation of energy principle , the ...
... external loads is applied to a deformable structure the points of load applica- tion move , with the result that the members or elements making up the structure become deformed . According to the conservation of energy principle , the ...
Page 312
... external loads from the truss , place a unit load at the joint where deflection is desired , replace the external loads , and write an expression for the internal and external work performed by the unit load and the forces it causes when ...
... external loads from the truss , place a unit load at the joint where deflection is desired , replace the external loads , and write an expression for the internal and external work performed by the unit load and the forces it causes when ...
Page 317
... external loads P , to P3 . If the loads were removed from the beam and a vertical unit load placed at A , small forces and deformations would be developed in the " bars , " and a small deflection would occur at A. Replacing the external ...
... external loads P , to P3 . If the loads were removed from the beam and a vertical unit load placed at A , small forces and deformations would be developed in the " bars , " and a small deflection would occur at A. Replacing the external ...
Other editions - View all
Structural Analysis: A Classical and Matrix Approach Jack C. McCormac,James K. Nelson No preview available - 1997 |
Common terms and phrases
AASHTO arch ASCE assumed beam shown bending moments Bethlehem Steel Corporation bridges cable calculated cantilevered caused columns component of force compression computed concentrated loads considered dead load equal equations of statics EXAMPLE Exposure Categories external loads factor feet meters floor beams frame free body ft 2 klf ft 20 ft ft Figure ft-k girders Hinge hydraulic head Influence line internal pressure L₁ L₂ live load load combinations loads applied located low-rise buildings magnitude maximum mean roof height pressure coefficient reaction components result scupper section 1-1 shear diagram shown in Figure sign convention simple beam snow load Solution space truss spans specification speed-up statically determinate structural analysis structural engineer surface Table taking moments tension tributary area truss of Figure U₁ U₂ uniform load unknown unstable V₁ values velocity pressure vertical components wind forces wind loads windward zero ΕΙ ΣΜ ما गीता