Perbandingan Desain Tahan Gempa Bangunan Gedung Beton Bertulang Menggunakan Pelat Konvensional Dan Flat Slab With Drop Panel

Balok Story 3 Frame B58

Story Frame Combination Location P(kN) V(kN) M(kNm)

STORY 3 B58

COMB6 MIN 0.4 0 -38.78 -75.429

COMB6 MIN 0.873 0 -36.37 -57.666

COMB6 MIN 1.345 0 -33.97 -41.039

COMB6 MIN 1.818 0 -31.56 -25.55

COMB6 MIN 2.291 0 -29.16 -11.198

COMB6 MIN 2.764 0 -26.75 2.017

COMB6 MIN 3.236 0 -24.35 0.53

COMB6 MIN 3.709 0 -21.94 -13.727

COMB6 MIN 4.182 0 -19.53 -29.121

COMB6 MIN 4.655 0 -17.13 -45.652

COMB6 MIN 5.127 0 -14.72 -63.321

STORY3 B14 COMB3 MIN _{5.6 0 9.64 -67.011}

STORY3 B15 COMB2 _{0.4 0 -24.51 -14.654}

STORY3 B15 COMB2 3.236 0 5.62 12.134

STORY3 B15 COMB2 _{5.6 0 30.72 -30.816}

STORY3 B15 COMB3 MAX _{0.4 0 -6.33 32.061}

STORY3 B15 COMB3 MAX _{3.236 0 23.8 18.182}

STORY3 B15 COMB3 MAX _{5.6 0 48.9 19.689}

STORY3 B15 COMB3 MIN _{0.4 0 -43.32 -61.955}

STORY3 B15 COMB3 MIN _{3.236 0 -13.19 7.293}

Output ETABS v9.5.0 untuk Bangunan Gedung SRPMM

Menggunakan Balok-Pelat Flat Slab with Drop Panel Ekuivalen

BEAM DARI BALOK-PELAT FLAT SLAB WITH DROP PANEL

STORY3 B14 COMB3 MAX _{5.6 0 99.72 -34.789}

STORY3 B14 COMB3 MIN _{0.4 0 -99.66 -103.305}

STORY3 B14 COMB3 MIN 3.236 0 -5.82 35.724

STORY3 B14 COMB3 MIN _{5.6 0 73.31 -103.464}

STORY3 B15 COMB2 _{0.4 0 -84 -63.374}

STORY3 B15 COMB2 _{3.236 0 9.84 37.487}

STORY3 B15 COMB2 _{5.6 0 88.97 -76.302}

STORY3 B15 COMB3 MAX _{0.4 0 -70.86 -29.024}

STORY3 B15 COMB3 MAX _{3.236 0 22.97 40.885}

STORY3 B15 COMB3 MAX _{5.6 0 102.11 -41.173}

STORY3 B15 COMB3 MIN 0.4 0 -97.43 -98.055

STORY3 B15 COMB3 MIN _{3.236 0 -3.59 34.578}