The building frame of the 4 - storey reinforced concrete building is shown in Figure Q₁ below. Assuming that sway is pre

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The Building Frame Of The 4 Storey Reinforced Concrete Building Is Shown In Figure Q Below Assuming That Sway Is Pre 1 (145.26 KiB) Viewed 51 times

The building frame of the 4 - storey reinforced concrete building is shown in Figure Q₁ below. Assuming that sway is prevented and axial deformations are to be neglected, evaluate, analyzed and calculate the bending moment at all the nodes/joints of "Grid C" of the building frame using 11 cycles of the "Moment Distribution Method". Use the factored load (w) given in the design parameters below in the analysis. DESIGN PARAMETERS: a) Size of concrete column = 400mm x 400mm b) Size of concrete beams = 315mm x 520mm c) Factored Load (w) = 1.2G + 1.5(Q) in kN/m Part of Building Roof Member YZ 41.014 Member EF 41.014 DG 68.863 CH 68.863 BI 68.863 Member OP 37.835 NQ 61.976 MR Member PY 39.954 QX 67.804 3rd Level Member FO 39.954 GN 67.804 HM 67.804 IL 67.804 X-AA 68.863 5 2nd Level RW W-AB 67.804 68.863 1st Level 61.976 LS 61.976 V-AC SV 67.804 68.863 Grd 1 Grd 3 Grd D 3.4 3.4 34 4.9 Grd C E D C B | A Grd B 5 Roof 3rd level 2nd level 1st level Grd A G H 4.5 E 3.4 3.4 c 3.4 4.9 N M K 5.0 F G H Q R S T Grd 2 4.5 0 N M U P |Q R S 4.5 3.5 FIGURE Q1-GRID C 5 Grd 4 4.5 ZE AA Grd 5 AB AC D B AD A Y X W V 5 5.0 Z AA AB AC AD 0 N M K 5 Grd 6