NEED REALLY FAST PLS Need ASAP.B-7B-34mB-106-2kPaB-BB-34mB-10B-6B-2B-9B-4Size of all walls = 6"CHB2mB-11B-5B-1The framing plan as shown above hasthe following data and specificationsLive load = 2.4kPaSection of all beams = 250mm x400mm Ceiling load = 0.34kPaB-9B-4Weight of concrete = 23.54kN/m³Pipings and others = 0.5kPaLoad of 6" CHB wall = 2.7kPaFloor Finish = 1FRAMING PLAN / FIGURE 24mB-10Thickness of slab 100mmB-6B-2B-3B-818.164mB-1019.74B-623.10B-224.68B-7Thickness of slab = 100mmHeight form floor finish to floor finish= 3mB-3Neglecting the factor load for deadload and live load, calculate theexact load carried by each beam inkN/m (round-off your answer to thenearest 2 decimal places). Example:21.255m7) Calculate the load carried by B-7in kN/m.1.5m

Answered: Image /qna-images/answer/9d2fac12-d0e1-4f54-90c2-793901a3e03e.jpg

Need ASAP. 4m B-10 B-2 B-3 Live load 2.4kPa = 4m B-10 B-6 B-9 B-4 2m B-11 B-5 The framing plan as shown above has the following data and specifications Size of all walls = 6"CHB Section of all beams = 250mm x 400mm Ceiling load = 0.34kPa B-9 B-4 kPa Weight of concrete = 23.54kN/m³ Pipings and others = 0.5kPa B-2 B-1 FRAMING PLAN / FIGURE 2 Floor Finish 1 Load of 6" CHB wall = 2.7kPa 4m B-10 Thickness of slab = 100mm B-6 B-2 B-3 B-8 4m B-10 B-6 18.16 B-2 19.74 23.10 24.68 B-7 B-3 5m 1.5m Thickness of slab= 100mm Height form floor finish to floor finish - 3m 4 Neglecting the factor load for dead load and live load, calculate the exact load carried by each beam in kN/m (round-off your answer to the nearest 2 decimal places). Example: 21.25 7) Calculate the load carried by B-7 in kN/m.

Need ASAP. 4m B-10 B-2 B-3 Live load 2.4kPa = 4m B-10 B-6 B-9 B-4 2m B-11 B-5 The framing plan as shown above has the following data and specifications Size of all walls = 6"CHB Section of all beams = 250mm x 400mm Ceiling load = 0.34kPa B-9 B-4 kPa Weight of concrete = 23.54kN/m³ Pipings and others = 0.5kPa B-2 B-1 FRAMING PLAN / FIGURE 2 Floor Finish 1 Load of 6" CHB wall = 2.7kPa 4m B-10 Thickness of slab = 100mm B-6 B-2 B-3 B-8 4m B-10 B-6 18.16 B-2 19.74 23.10 24.68 B-7 B-3 5m 1.5m Thickness of slab= 100mm Height form floor finish to floor finish - 3m 4 Neglecting the factor load for dead load and live load, calculate the exact load carried by each beam in kN/m (round-off your answer to the nearest 2 decimal places). Example: 21.25 7) Calculate the load carried by B-7 in kN/m.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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