STAAD.Pro CONNECT Edition V22: 8/28/2022 11:04 AM
MODEL STRUKTUR 3D JAMSYAR 9 LAPIS
STAAD.Pro CONNECT Edition V22: 8/28/2022 11:04 AM
DENAH BALOK LAPIS 1 (TB), DENAH BALOK LAPIS 2
STAAD.Pro CONNECT Edition V22: 8/28/2022 11:04 AM
DENAH BALOK LAPIS 3, DENAH BALOK LAPIS 4
STAAD.Pro CONNECT Edition V22: 8/28/2022 11:04 AM
DENAH BALOK LAPIS 5 , DENAH BALOK LAPIS 6 SD LAPIS 8.
STAAD.Pro CONNECT Edition V22: 8/28/2022 11:04 AM
DENAH BALOK LAPIS 9.
STAAD.Pro CONNECT Edition V22: 8/28/2022 11:04 AM
TAMBAHAN BEBAN RAMP PADA KOLOM UTAMA K1. TULANGAN MINIMUM KOLOM UTAMA K1.Lapis 1 sd Lapis 5
TULANGAN MINIMUM KOLOM UTAMA K1.Lapis 5 sd Lapis 9
STAAD.Pro CONNECT Edition V22: 8/28/2022 11:04 AM
PENULANGAN BALOK
fc' = 25 Mpa 1 db =
fy (D) = 420 Mpa Av.3kaki = 339.12
fy ( ) = 280 Mpa
2 db =
phi b = 0.8 Av.2kaki = 157
phi v = 0.75
Cov = 50 mm
a = 150.19 mm
TYPE Dimensi Momen Shear фMn Tulangan
terpasang Rasio Tulangan terpasang
BALOK B H n dia
mm mm kNm kNm kN kNm dia ῥmax ῥ ῥmin s
B1 500 x 700 Positiv 733.92 0.0158 0.0117 0.0033 12
Negativ 587.14 0.0158 0.0094 0.0033 12
B2 400 x 600 Positiv 485.01 0.0158 0.0138 0.0033 12
Negativ 485.01 0.0158 0.0138 0.0033 12
B3 200 x 500 Positiv 178.49 0.0158 0.0157 0.0033 10
Negativ 178.49 0.0158 0.0157 0.0033 10
B4 250 x 500 Positiv 214.19 0.0158 0.0151 0.0033 10
Negativ 214.19 0.0158 0.0151 0.0033 10
12.0 mm mm2 10.0 mm
mm2
Status Status
500 700 674.00 358.00 OK ! 100 OK !
500 700 384.72 362.00 OK ! 100 OK !
400 600 459.56 272.00 OK ! 100 OK !
400 600 366.72 244.00 OK ! 100 OK !
200 500 169.00 95.23 OK ! 150 OK !
200 500 127.05 123.58 OK ! 100 OK !
250 500 194.39 131.00 OK ! 150 OK !
250 500 183.71 193.00 OK ! 100 OK !
ф
10 22
8 22
8 22
8 22
5 19
5 19
6 19
6 19
STAAD.Pro CONNECT Edition V22: 8/28/2022 11:04 AM GAYA DALAM MAXIMUM
Shear
Section Max Fy kN Max Mz kN-m
Rect 1.00x0.60 Max +ve 353.28 1316.40 K1
Max -ve -379.05 -1417.84 K1
Rect 0.70x0.50 Max +ve 358.37 673.21 B1
Max -ve -361.18 -385.3 B1
Rect 0.50x0.50 Max +ve 69.13 56.80 K2
Max -ve -26.12 -77.83 K2
Rect 0.50x0.25 Max +ve 131.02 194.23 B4
Max -ve -193.14 -183.55 B4
Rect 0.50x0.20 Max +ve 95.50 169.14 B3
Max -ve -123.68 -127.01 B3
Rect 0.20x0.20 Max +ve 0.00 0.00 K3
Max -ve 0.00 0.00 K3
Rect 0.20x0.50 Max +ve 15.60 29.31 K4
Max -ve -16 -31.1 K4
Rect 0.60x0.40 Max +ve 272.15 459.81 B2
Max -ve -244.03 -366.6 B2
Axial Torsion Bending
Max Fx kN Max Fz kN Max Mx kN-m Max My kN-m
5090.79 419.95 148.44 977.03
-1013.37 -484.37 -151.2 -969.19
259.18 26.81 225.10 28.99
-199.17 -48.39 -310.97 -28.42
2640.67 100.51 31.06 234.82
-1443.21 -95.73 -32.35 -232.68
247.75 22.75 118.34 12.64
-240.11 -29.1 -84.15 -12.37
45.33 1.55 34.84 2.37
-52.56 -1.77 -39 -2.81
50.87 0.00 0.00 0.00
0.00 0.00 0.00 0.00
105.15 26.48 0.63 76.74
-14.96 -28.38 -2.09 -72.77
84.41 18.26 167.64 11.44
-68.62 -17.46 -181.63 -12
