01193    a2200217   4500999001900000003000500019005001700024020001500041038001200056040000900068082001500077100003000092245006100122260003100183300001200214500054800226538003300774650004800807942001200855952010800867  c533162d533162Nust20191213113126.0  a0070858667  aMSOHAIL  cNust  a624.17 WAN  aChu Kia Wang Ph.D 926915  aStatically Indeterminate Structures cChu Kia Wang Ph.D   aLondonbMcGRAW-HILL c1953  a 421,p   aGeneral Introduction (Page-1) Deflection of Statistically Determinate Beans (Page-7) Deflection of Statically Determinate Trusses (Page-49) Analysis of Statically Intermediate Beams and  (Page-72) Analysis of Statically Intermediate Trusses (Page-105) The Three-moments Equation (Page-121) The Slope –deflection Method (Page-137) The Movement-distribution Method  (Page-216) The Method of Column Analogy (Page-189) Analysis of Fixed Arches (Page-345) Secondary Stresses in Trusses With Rigid Joints (Page-384) Composite Structure (Page-399)   aAlmirah No.42 and Shelf No.2  aStatically Indeterminate Structures 926916  2ddccBK  00102ddc4070aNITbNITd2019-12-13l1o624.17 WANpNIT-12911r2022-06-10s2021-09-23w2019-12-13yBK