Design the second floor beams (main and shearreinforcement). Include CLEAR AND COMPLETE solution and do not usesolutions already posted by other experts
Note the following: Refer From NSCP 20151. Consider the live load for residential building2. Utilize tile finish for the flooring3. Use 4-inch thick wallThank you
0 3 6000 2520 1980 1500 XX 001 970 3080 KITCHEN INT-2 1 A-02 3310 1300 10380 2000 2200 10380 1300 2700 KITCHEN UNIT-1 3900 188 GROUND FLOOR PLAN SCALE 1:100MTS X21 4490 1510 6000
2 0009 2520 1980 1500 00 970 3080 KITCHEN BALCONY 3310 1300 10380 2 A-02 SCALE 2000 HALLWAY 2200 10380 1300 2700 KITCHEN UNT-4 BALCONY 3900 SECOND FLOOR PLAN 1:100MTS Ⓒ 4490 1000 6000
O 6000 1 2520 1980 1500 00 Je 970 muse 3080 KITCHEN UNIT-5 BALCONY 3310 3 A-02 O 1300 10380 2000 HALLWAY 2200 10380 D 1300 2700 KITCHEN UNIT- BALCONY 3900 THIRD FLOOR PLAN SCALE: 1:100MTS 4490 1000 6000
0 3 6000 2520 1980 1500 970 4 A-02 4380 3310 10380 2000 "ROOF DECK 2200 10380 D PRA 4000 3900 Ⓒ ROOF DECK FLOOR PLAN SCALE: 1:100MTS 4490 1000 6000
Design the second floor beams (main and shear reinforcement). Include CLEAR AND COMPLETE solution and do not use solutio
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