000			01582nam a2200205Ia 4500
005			20241022164439.0
008			160802s9999 xx 000 0 und d
020			_a9780070702493
041			_aeng
082			_a624.171 _bWAN-I
100			_aWang, C.K. _93716
245			_aIntermediate Structural Analysis / _cby C.K. Wang
260			_bTMH, _c2011. _aNew Delhi:
300			_axvi,790 p.
505			_a1.Force method v.s. Displacement method-- 2.Deformation of statically determinate beams and rigid frames-- 3.Deflection of statically determinate trusses-- 4.Analysis of statically indeterminate beams and rigid frames by the force method -- 5.Analysis of statically indeterminate trusses by the force method-- 6.The three moment equation -- 7.The slope deflection method -- 8.The moment distribution method -- 9.Matrix operation -- 10.Matrix displacement method of truss analysis-- 11.Matrix displacement method of beam analysis-- 12.Matrix displacement method of rigid frame analysis-- 13.Influence lines and moving loads -- 14.Approximate methods of multistory frame analysis-- 15.The column analogy method-- 16.Composite structures and rigid frames with axial deformation -- 17.Secondary moments in trusses with rigid joints-- 18.Rigid frames with curved members-- 19.Displacement method of horizontal grid -frame analysis-- 20.Rigid frames with semitigid connections -- 21.Effects of shear deformation -- 22.Deams on elastic foundation
650			_aArchitecture
650			_aCivil engineering
650			_aGeometric methods _962826
942			_cBK
999			_c2721 _d2721