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1) Calculate dead load in design report based on IS code and apply dead load on the model Finishes of 50mm Slab as per design Brickwall 150mm thickness Roofing load based on purlin size Ceiling loading 0f 0.3KN per sq m AIM : To Calculate dead load in design report based on IS code…
Samiksha dhole
updated on 03 Dec 2022
1) Calculate dead load in design report based on IS code and apply dead load on the model
AIM :
To Calculate dead load in design report based on IS code and apply dead load on the model.
INTRODUCTION :
"Dead" loads comprise the weight of the structure itself as well as things like mechanical equipment, ceiling and floor finishes, cladding, façades, and parapets. The dead load is essentially the amount of consistent weight that a building must support at all times.
The load is usually classified as either dead load or live load. Dead loads, also known as permanent or static loads, are those that remain relatively constant over time and, for example, the weight of structural elements of a building, such as beams, walls, ceilings, and structural floors. Component.
PROCEDURE :
CALCULATION OF LOADS :
Floor height
Step 1 :
Step 2 :
Step 3 :
Step 4 :
RESULT :
As per the question
Calculate dead load in design report based on IS code and apply dead load on the model as completed
2) Calculate live load in design report based on IS code and apply live load on the model
AIM :
To Calculate live load in design report based on IS code and apply live load on the model.
INTRODUCTION :
Live loads are usually variable or moving loads. These can have a significant dynamic element and may involve considerations such as impact, momentum, vibration, slosh dynamics of fluids, etc.
Live load refers to occupational forces from occupancy and intended use. They represent transient forces that can be moved through the building or act on a particular structural element.
Also measured in PSF, these weights include people’s estimated weights, furniture, appliances, automobiles, movable equipment, and the like.
The load is usually classified as either dead load or live load. Dead loads, also known as permanent or static loads, are those that remain relatively constant over time and, for example, the weight of structural elements of a building, such as beams, walls, ceilings, and structural floors. Component.
PROCEDURE :
Step 1 :
RESULT :
As per the question
Calculate live load in design report based on IS code and apply live load on the model as completed
3)Generate a calculation for 5T crane loading based on following inputs
AIM :
To Generate a calculation for 5T crane loading based on following inputs.
INTRODUCTION :
A crane load chart helps the operator calculate a crane's lifting capabilities. This chart ensures that the crane that is under operation does not exceed its lifting capacity. Load charts take into consideration how the lift capacity varies when considering the distance and the angle of the lift.
PROCEDURE :
Calculation of crane load :
GIVEN :
SOLUTION:
1) Maximum wheel Ioad
Taking Moment about B
(RA X 10) - (60 X 9) - (4 X 10 X 5) = 0
RA = 74 KN
Taking Moment about A
(RB X 10) - (60 X1) - (4 x 10 x 5) = 0
RB = 26 KN
RA + RB = 100 KN |
The reaction of the crane gider is distributed equally on two wheel at the end of the crane girder.
Maximum wheel load on each wheel of crane (RA/2) = 74/2 = 37 KN
2) Maximum Bending Moment:
Assume self-weight of gantry girder as 1.5 KN/m
Assume self-weight of rail as 0.3 KN/m
Total dead load = 0.3 + 1.5 = 1.8 KN/m
At D :
(RC X 5) - 37 x (2.5 + 1.5) - 37 X (2.5 - 0.5) = 0
RC = 44.4 KN
At C :
(RD X 5) - 37 (0.5 + 2.5) - 37 X 1 = 0
RD = 29.6 KN
RC + RD = 74 KN |
Bending Moment under a wheel load due to live load
RD X 2 = 29.6 X 2 = 59.2 KNm
Bending moment due to impact = 0.10 X 59.2 ( 10 % due to M.o.T)
= 5.92 KN m
Total bending moment due to live load and impact load = 59.2 + 5.92 = 65.12 KNm
Bending moment due to dead load WI^2/8 = 1.8 X (5 x 5) /8 = 5.625 KNm
Maximum bending moment = 65.12 + 5.625 = 70.745 KN m
3) Maximum shear force:
At D :
(RC X 5) - (37 x 5) - (37 x 2.5) = 0
RC = 55.5 KN
Hence the Maximum shear force due to wheel load is = 55.5 KN
Lateral Forces :
Lateral force transverse to rails = 5% of the weight of crab and weight lifted
= 0.05 x (40+10)
= 2.5 KN
Lateral forces each wheel F1 = 2.5/2 = 1.25 KN
Maximum horizontal reaction due to lateralforce by proportion at C
= Lateral force x reaction at c due tO vertical load / Maximum wheel load due to vertical load
= 1.25 x 44.4 / 37
= 1.5 KN
Horizontal reaction due to lateral force by proportion at D
2.5 - 1.5 = 1 KN
Bending moment due to lateral load = (1.25 / 37) X 55.5
= 1.875 KNm
PROCEDURE FOR TSD :
Step 1 :
RESULT :
As per the question
Generate a calculation for 5T crane loading as derived and completed
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