The figure below shows a portion of a floor framing plan. The beams and girders carry a dead load & live load, weight of the slab as well as its own weight. Check if 3B-1 is safe to carry the loads. Framing planAВ12000600060003B-13B-16.S-1I S-13G-13G-153CG-13CG-2---- -3CG-1 Bar SchedulingREINFORCED CONCRETE GIRDER SCHEDULEBEAM CROSSLONGITUDINAL REINFORCEMENTSSECTIONBEAMLOCATIONBEAMMARKBARDIAMETERSTIRRUPSWIDTH DEPTHLEFTMIDSPANRIGHT16TB8483G-1250500ø10 - 1@50, REST O 100 TO C.L.16BB74.416TB33G-2250500101@50, REST O 100 TO C.L.16BB44.43RDFLOOR16TB6663CG-1250500#10 - 1050, REST O 100 TO C.L.16BB44.416 TB3333B-1250500101050, 40100, REST O 250TO C.L.16BB333

Answered: Image /qna-images/answer/42e8ed8b-7246-4a72-99ff-d1d56ac1e05d.jpg

Answered: The figure below shows a portion of a…

The figure below shows a portion of a floor framing plan. The beams and girders carry a dead load & live load, weight of the slab as well as its own weight. Check if 3B-1 is safe to carry the loads.

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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Concept explainers

Structural components of framed construction

It is a rigid and stable framework of structures that consists of structural members like slabs, beams, and columns that can resist the deformation due to the self-weight and high external loads and transfer the applied loads safely to the substructure and consecutively to the ground. It is made of different materials, such as reinforced concrete, steel, and wood. In ancient days, load-bearing structures were used to build houses and houses were built using load-bearing walls.

Question

The figure below shows a portion of a floor framing plan. The beams and girders carry a dead load & live load, weight of the slab as well as its own weight. Check if 3B-1 is safe to carry the loads.

Framing plan
A
В
12000
6000
6000
3B-1
3B-1
6.
S-1
I S-1
3G-1
3G-1
5
3CG-1
3CG-2
---- -
3CG-1

Bar Scheduling
REINFORCED CONCRETE GIRDER SCHEDULE
BEAM CROSS
LONGITUDINAL REINFORCEMENTS
SECTION
BEAM
LOCATION
BEAM
MARK
BAR
DIAMETER
STIRRUPS
WIDTH DEPTH
LEFT
MIDSPAN
RIGHT
16
TB
8
4
8
3G-1
250
500
ø10 - 1@50, REST O 100 TO C.L.
16
BB
7
4.
4
16
TB
3
3G-2
250
500
10
1@50, REST O 100 TO C.L.
16
BB
4
4.
4
3RD
FLOOR
16
TB
6
6
6
3CG-1
250
500
#10 - 1050, REST O 100 TO C.L.
16
BB
4
4.
4
16 TB
3
3
3
3B-1
250
500
10
1050, 40100, REST O 250
TO C.L.
16
BB
3
3
3

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