Structural Engineering

Draft 14.3ApproximateAnalysisof Buildings 241 ColumnShear Points of in ectionareat mid-height, withpossibleexceptionwhenthecolum ...

Draft 14.3ApproximateAnalysisof Buildings 243 V rgt i-1 V lft i P above P below Figure14.14:ApproximateAnalysisof FramesSubjecte ...

Draft 14.3ApproximateAnalysisof Buildings 245 0.25 K/ft 0.50 K/ft 14’ 16’ 20’ 30’ 24’ 5 6 1 12 13 14 9 10 11 7 8 2 3 4 -9.0’ k - ...

Draft 14.3ApproximateAnalysisof Buildings 247 +2.5 K +3.75 K -3.75 K +3.0 K -3.0 K +5.0 K -5.0 K +7.5 K -7.5 K -0.64 K -0.80 K + ...

Draft 14.3ApproximateAnalysisof Buildings 249 Approximate Analysis Vertical Loads APROXVER.XLS Victor E. Saouma ˜˜ ˜ ˜˜ ˜ ˜˜ ˜ ˜ ...

Draft 14.3ApproximateAnalysisof Buildings 251 +17.5’ K +17.5’ K +17.5’ K -17.5’ K +60’ K +60’ K +120’ K -120’ K -120’ K +120’ K ...

Draft 14.4LateralDe ections 253 Portal Method PORTAL.XLS Victor E. Saouma ÎÎÎÎÎÎÎÎ ÎÎÎÎÎÎÎÎ ÎÎÎÎ ÎÎÎÎÎÎÎÎ ÎÎÎÎÎÎÎÎ ÎÎÎÎ ÎÎÎÎÎÎÎÎ ...

Draft 14.4LateralDe ections 255 Mem. Vert. Hor. Design Values -ve Moment 9.00 77.50 86.50 9 +ve Moment 16.00 0.00 16.00 Shear 5. ...

Draft 14.4LateralDe ections 257 a a LINTEL BENDING RELATIONSHIP BETWEEN WALL AND LINTEL DEFORMATION μ¶μ¶μ μ¶μ¶μ μ¶μ¶μ μ¶μ¶μ μ¶μ¶ ...

Draft 14.4LateralDe ections 259 SIDESWAY P Figure14.28: Side-Sway De ectionfromUnsymmetricalVerticalLoad,(LinandStotesbury 1 ...

Draft 14.4LateralDe ections 261 E = 3  10 6 psi= 432; 000 ksf (14.49-d)
= (4:8)k.ft(156) 4 ft 4 8(432;000)ksf(9;400)ft 4 = 0: ...

Draft 14.4LateralDe ections 263 MID - HEIGHT WITH BRACING EFFECT BRACE CORE BENDING WITH CANTILEVER DEFLECTION HEIGHT BRACING RE ...

Draft Bibliography 318,A. C.:n.d.,BuildingCode RequirementsforReinforced Concrete,(ACI 318-83), American ConcreteInstitute. Anon ...