Question

DESIGN OF REINFORCED CONCRETE

120 cm al EQ 10cm 50cm 5cm a-a b-b Design the frame given above using the data provided for each student. a) Include elements self weight to the loads given to you. (Note that loads given are assumed to be the loads transferred from slabs) b) Design the beam BD for flexure c) Design the beam BD for shear d) Design the columns AB and CD. Assume the columns are braced and not slender e) Show all the section details that you designed with scale 1/20 12(m WDL (kN/m) WLL (KN/m) EQ (kN b 50 6.93 3.80 26 24 327 30 Note: Use the moment and shear diagrams providedin below (i.e. maximum moment as 508.74 kn/m and maximum shear as 353.46) 103 63 103,63 49 84

Answer 1

2 r--, 120 cm Calcuoting hoadls- Dom Givem, spam bea3m T a5um Total Sesn Load 1.alWD.L + WL. L + WE'L' u b, Aess t-Moment Cpact eb 獻 40ヅ(to avoid tiltre dua to moment 4A Total depth d soom

ultimate Mamentis givem b 2 ニ0.125X 1,6.623 x 16.93)し Tension ein Jovcomert i- 115 Ast 1805 25 AHA (1.129 ' xis%) 3 121S Ast -18052S Ast 100 x(o o 6 っ Ast = 41ろ0 ,275mm2 2 baju of 2omm dia

) Shen礼eintorcement 2S0x 500 4555-3x10 o 3-232

Given Ame Actor d'= somm CA -44(SP:le) From chart bd 3x 300 x soo - 10o

tlem ca TYDuida. H provid dia 30o nn

ら00 ID 25 30o 4-D ト。。 Ties 300mmc

ioem T- beam