perhitungan balok beton bertulang tumpuan dan lapangan berdasarkan SK-SNI Beton Bertulang 2003 XLSX

Title	perhitungan balok beton bertulang tumpuan dan lapangan berdasarkan SK-SNI Beton Bertulang 2003
Author	Muh Desmaone
File Size	44.1 KB
File Type	XLSX
Total Downloads	9
Total Views	565

Summary

PERHITUNGAN TULANGAN BALOK TUMPUAN b = 300 mm D = 16 h = 400 mm π = 3.141593 d = 317 mm φbegel = 10 ds1 = 58 mm ds2 = 50 mm hal 51 Ali Asroni ds = 83 mm hal 51 Ali Asroni Sn = 40 mm hal 51 Ali Asroni Snv = 25 mm hal 51 Ali Asroni f'c = 38 MPa f'y = 380 MPa β1 = 0.79 0.79 Mn = 115 kNm = 11548...

Description

PERHITUNGAN TULANGAN BALOK TUMPUAN b = 300 mm D = 16 h = 400 mm π = 3.1415927 d = 317 mm = 10 ds1 = 58 mm ds2 = 50 mm hal 51 Ali Asroni ds = 83 mm hal 51 Ali Asroni Sn = 40 mm hal 51 Ali Asroni Snv = 25 mm hal 51 Ali Asroni f'c = 38 MPa f'y = 380 MPa β1 = 0.793 0.793 Mn = 115 kNm = 115480000 Nmm menghitung nilai faktor momen pikul (K) K = Mn = 4.78825211 = = 9237863.86 = 9.61876703 960400 cek apakah K 4.78825211 9.61876703 maka perhitungan dapat dilanjutkan LANJUTKAN dan jika K...