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Joist SelectionBending force calculation for various horizontal beam/Joist
1 Beam Size
1 RHS 150x100x4 560 290 90 380 380 2000000
Rafter SelectionBending force calculation for various Angled horizontal beam for Roof (Rafter)
Sl No. Beam Size
1 1300 2160 747 2907 2878 2000000
Width of Flange 102
Width of Web 178
Column SelectionBuckling force calculation for various Vertical Column
Sl No. Beam Size
1 UB 406x178x54 500 2160 287 2447 944 1800000
Un Supported Length in
cm
Total load on Beam in
Kg
Self Load in Kg
total Load
total Angluar
acting load
Modulous of elasticity (I)
Kg/cm2
Un Supported Length in
cm
Total load on Beam in
Kg
Self Load in Kg
total Load
total Angluar
acting load
Modulous of elasticity (I)
Kg/cm2
IPE 400A 57.4 Kg/m
Un Supported Length in
cm
Total load on Beam in
Kg
Self Load in Kg
total Load
total Angluar
acting load
Modulous of elasticity (I)
Kg/cm2
Constant K= 2 ( for one end fixed and other free)
No of Column 12
Total Load It can Carry before Buckling 161230 Kg
20000 6000 6000 9000 41000Factor of Safety 110700
Difference 50530
Sl No. Beam Size
1 400 2906 251 3157 3157 2000000
1299.76
0.240407 cm
Actual Load on the Structure
Un Supported Length in
cm
Total load on Beam in
Kg
Self Load in Kg
total Load
total Angluar
acting load
Modulous of elasticity (I)
Kg/cm2
IPE 360A 50.2 Kg/m
maxm restricted Deflection due to Cantilever action on Column
Joist SelectionBending force calculation for various horizontal beam/Joist
607 0.72 0.874 0.795 2.00 1.56 1.33
1.19
Rafter SelectionBending force calculation for various Angled horizontal beam for Roof (Rafter)
280 360 420
20290 2.03 2.436 2.233 4.64 3.61 3.10
3.35
Column SelectionBuckling force calculation for various Vertical Column
1021 36276.72 13436
Second moment of
Inertia (Ixx) cm4
Maxm calculated Deflection at at
any point evenly distributed load
in cm
maxm Deflection at
center , loaded at
center in cm
Average Deflection
Taken in cmDeflection Allowed 1
Deflection Allowed 2
Deflection Allowed 3
Second moment of
Inertia (Ixx) cm4
Maxm calculated Deflection at at
any point evenly distributed load
in cm
maxm Deflection at
center , loaded at
center in cm
Average Deflection
Taken in cmDeflection Allowed 1
Deflection Allowed 2
Deflection Allowed 3
Second moment of
Inertia (Ixx) or Iyy of weakest point in cm4
Maxm force Calculated FBUCKLE
= π2 E Iyy /KL2
Maxm Force including Factor of
safety
14520 0.09 0.133 0.112 1.43 1.11 0.95
Second moment of
Inertia (Ixx) cm4
calculated Deflection at centrel load
evenly distributed in cm
maxm Deflection at center load at
centre cm
Average Deflection
Taken in cmDeflection Allowed 1
Deflection Allowed 2
Deflection Allowed 3
1.630
3.783
1.164
Joist SelectionBending force calculation for various horizontal beam/Joist
1 Beam Size
1 585 100 39 2000000 1000
Total mtr Longi 41Total Nos 14Total Wt of Joist 4477.2
Rafter SelectionBending force calculation for various Angled horizontal beam for Roof (Rafter)
1 Beam Size
Q UB 406x140 x39 1200 944 468 2000000 8247
Width of Flange 140WEB 403
Column SelectionBuckling force calculation for various Vertical Column
Un Supported Length in
cm
Total load on Beam in Kg
Self Load in Kg
Modulous of elasticity (I)
Kg/cm2
Second moment of Inertia (Ixx)
cm4
RHS 100x50x3.0/ 6.77 kg/m
Un Supported Length in
cm
Total load on Beam in Kg
Self Load in Kg
Modulous of elasticity (I)
Kg/cm2
Second moment of Inertia (Ixx)
cm4
Sl No. Beam Size
1 9000 110 287 2040000 6000
Total No of Columns 1
Total Load It can Carry before Buckling 621.42
Total wt of Joist
0
Total 79000 118500Difference -117879 Not Acceptable
Sl No. Beam Size
1 400 2906 251 2000000 410
cm
Un Supported Length in
cm
Total load on Beam in Kg
Self Load in Kg
Modulous of elasticity (I)
Kg/cm2
Second moment of
Inertia (Ixx) or Iyy of weakest point in cm4
Constant K= 2 ( for one end fixed and other free)
CHS OD 244.5 thk 12mm
Total Wt of Sheet or Pannel
Total Wt of Rafter
Total Area of Building
Un Supported Length in
cm
Total load on Beam in Kg
Self Load in Kg
Modulous of elasticity (I)
Kg/cm2
Second moment of Inertia (Ixx)
cm4
IPE 360A 50.2 Kg/m
maxm restricted Deflection due to Cantilever action on Column
Joist SelectionBending force calculation for various horizontal beam/Joist
0.18 0.209 0.195 2.09 1.63 1.39 1.702
0.25 Acceptable
Rafter SelectionBending force calculation for various Angled horizontal beam for Roof (Rafter)
1.91 2.060 1.984 4.29 3.33 2.86 3.492
2.98 Not acceptable
Column SelectionBuckling force calculation for various Vertical Column
Maxm calculated
Deflection at at any point
evenly distributed load in cm
maxm Deflection at
center , loaded at
center in cm
Average Deflection
Taken in cmDeflection Allowed 1
Deflection Allowed 2
Deflection Allowed 3
Maxm calculated
Deflection at at any point
evenly distributed load in cm
maxm Deflection at
center , loaded at
center in cm
Average Deflection
Taken in cmDeflection Allowed 1
Deflection Allowed 2
Deflection Allowed 3
745.70 621
3.21 4.725 3.967 1.43 1.11 0.951.164
Maxm force Calculated
FBUCKLE = π2 E Iyy /KL2
Maxm Force including Factor of
safety
calculated Deflection at centrel load
evenly distributed in
cm
maxm Deflection at center load at
centre cm
Average Deflection
Taken in cmDeflection Allowed 1
Deflection Allowed 2
Deflection Allowed 3
AcceptableNot acceptable
AcceptableNot acceptable
