JAWABAN SOAL UAS STRUKTUR BETON IItrhtr DOC

Title	JAWABAN SOAL UAS STRUKTUR BETON IItrhtr
Author	Christian Kusuma
Pages	5
File Size	194.5 KB
File Type	DOC
Total Downloads	110
Total Views	271

Summary

JAWABAN SOAL UAS STRUKTUR BETON II NO.1 DATA : Tebal pelat (h) = 140mm D = h – 20mm – 1,5db = 140 – 20 – 1.5(13) = 100,5mm Ukuran Panel / tributi area L1 = 8000mm L2 = 6500mm Dimensi kolom C1 = 400mm C2 = 400mm Mutu baja tulangan Fy = 400Mpa Mutu beton Fc’ = 20Mpa Beban Superimposed SDL = 1,8kN/m2 B...

Description

JAWABAN SOAL UAS STRUKTUR BETON II NO.1 DATA : Tebal pelat (h) = 140mm D = h – 20mm – 1,5db = 140 – 20 – 1.5(13) = 100,5mm Ukuran Panel / tribut area L1 = 8000mm L2 = 6500mm Dimensi kolom C1 = 400mm C2 = 400mm Mutu baja tulangan Fy = 400Mpa Mutu beton Fc' = 20Mpa Beban Superimposed SDL = 1,8kN/m2 Beban Mat DL = h.24 = 3,36 kN/m2 Beban hidup LL = 2.1kN/m2 Beban Total qu = 1.2(DL+SDL) + 1.6LL = 12.752kN/m2 PEMERIKSAAN GESER SEARAH DAN DUA ARAH : GESER SEARAH Lebar tributary T1 = L1/2 – c1/2 – d = 3,6995m Gaya geser searah total : Vu = L2.t1.qu = 6.5 x 3,6995 x 12.752 = 306,644kN Bw = L1 = 8000mm ɸVc = 0,75 x (1/6) x (20)0,5 8000 x 100,5 = 449,45 kN ɸVc > Vu … OK!...