PROJECT: DATE 20-Feb-12 JOB NO : DESIGNED ACTIVITY: Utility Pipe/ Valve Workshop CHECKED SHEET NO DESCRIPTION NO Unit Actual Req'd Act Wt Rqd Wt (ton) (ton) 1 Steel Structure for Road Tanker Shed a) Memb. C1 (Column) UB 610 x 229 x - x 140 kg/m L = 13.72 m 12 m 164.640 23.033 b) Memb. B1 Beam UB 203 x 165 x - x 35.7 kg/m L = 6.5 m 8 m 52.000 1.857 L = 9 m 12 m 108.000 3.858 Subtotal m 160.000 5.715 c) Memb. B2 Beam RHS 150 x 100 x 6 x 23.1 kg/m L = 0.79 m 12 m 9.480 0.219 d) Memb. TC1 (Top Chord) RHS 150 x 100 x 6 x 23.1 kg/m L = 7.294 m 12 m 87.528 2.022 e) Memb. BC1 (Bottom Chord) RHS 150 x 100 x 6 x 23.1 kg/m L = 15 m 6 m 90.000 2.079 f) Memb. DC1 Diaganol Chord SHS 75 x 75 x 6 x 13 kg/m L = 34.14 m 6 m 205 2.663 Subtotal 35.731
NO DESCRIPTION NO Unit Actual Req'd Act Wt Rqd Wt(ton) (ton)
g) Memb. JR1 Jack Roof MemberSHS 100 x 100 x 6 x 18.2 kg/mL = 7.11 m 8 m 56.880 1.035L = 1.11 m 16 m 17.760 0.323Subtotal m 56.880 1.358
h) Memb. BR1 BracingSHS 76.3 x 4 x - x 7.4 kg/mL = 8.22 m 20 m 164.400 1.221L = 10.25 m 8 m 82.000 0.609Subtotal m 164.400 1.831
i) Memb. PR1 PurlinLipped Channel203 x 76 x 15.5 x 4.44 kg/m
L = 60 m 46 m 2760 12.254
i) Memb. SG1 Sag RodMS Rod 12 x - x - x 0.9 kg/m
L = 1.6 m 464 m 742 0.668
Subtotal 16.112Total 68.0783
PROJECT: DATE 20-Feb-12
JOB NO : DESIGNED
ACTIVITY: MECHANIC WORK SHOP CHECKED Contingency
SHEET
Type Sec
NO DESCRIPTION NO Unit Actual Req'd Act Wt Rqd Wt C1
(ton) (ton) B1
1 Steel Structure for Road Tanker Shed B2
a) Memb. C1 (Column) RFI
CHS 48.3 x 3.6 x - x 3.97 kg/m TC1
L = 2.68 m 6 m 16.080 0.064 BC1
S7
S9
b) Memb. B1 Beam
SHS 50 x 50 x 5 x 6.85 kg/m Dia
L = 3 m 4 m 12.000 0.082 Bolt1
L = 6 m 4 m 24.000 0.164
Subtotal m 36.000 0.247 Bolt2
Bolt3
c) Memb. B2 Beam
EA 50 x 50 x 6 x 4.47 kg/m
L = 6 m 5 m 30.000 0.134
d) Memb. RFI RAFTER
SHS 70 x 70 x 6 x 12.3 kg/m
L = 7.6 m 2 m 15.200 0.187
e) Memb. TC1 (Top Chord)
SHS 50 x 50 x 5 x 6.85 kg/m
L = 2.027 m 8 m 16.216 0.111
f) Memb. BC1 Web
SHS 50 x 50 x 5 x 6.85 kg/m
L = 3.5 m 4 m 14 0.096
Subtotal 0.838
PROJECT: DATE 20-Feb-12
JOB NO : DESIGNED
ACTIVITY: MECHANIC WORK SHOP CHECKED Contingency
SHEET
NO DESCRIPTION NO Unit Actual Req'd Act Wt Rqd Wt(ton) (ton)
g) Memb. DC1 Beam SHS 50 x 50 x 5 x 6.9 kg/mL = 0.27 m 4 m 1.080 0.007
0.007Total 0.846
PROJECT: DATE 20-Feb-12
JOB NO : DESIGNED
ACTIVITY: Manual Blast and Painting Workshop CHECKED Contingency
SHEET
Type Sec
NO DESCRIPTION NO Unit Actual Req'd Act Wt Rqd Wt C1
(ton) (ton) B1
1 Steel Structure for Road Tanker Shed B2
a) Memb. C1 (Column) RFI
UB 610 x 229 x - x 140 kg/m TC1
L = 13.72 m 14 m 192.080 26.872 BC1
S7
S8
S9
b) Memb. B1 Beam
UB 203 x 165 x - x 35.7 kg/m Dia
L = 7 m 8 m 56.000 2.000 Bolt1
L = 9 m 16 m 144.000 5.144
Subtotal m 200.000 7.144 Bolt2
Bolt3
c) Memb. B2 Beam
RHS 150 x 100 x 6 x 23.1 kg/m
L = 0.79 m 14 m 11.060 0.255
d) Memb. TC1 (Top Chord)
RHS 150 x 100 x 6 x 23.1 kg/m
L = 9.8331 m 14 m 137.663 3.180
e) Memb. BC1 (Bottom Chord)
RHS 150 x 100 x 6 x 23.1 kg/m
L = 20 m 7 m 140.000 3.234
f) Memb. DC1 Diaganol Chord
SHS 75 x 75 x 6 x 13 kg/m
L = 48.66 m 7 m 341 4.428
Subtotal 45.114
PROJECT: DATE 20-Feb-12
JOB NO : DESIGNED
ACTIVITY: Manual Blast and Painting Workshop CHECKED Contingency
SHEET
NO DESCRIPTION NO Unit Actual Req'd Act Wt Rqd Wt(ton) (ton)
g) Memb. JR1 Jack Roof MemberSHS 100 x 100 x 6 x 18.2 kg/mL = 7.11 m 8 m 56.880 1.035L = 1.11 m 16 m 17.760 0.323Subtotal m 56.880 1.358
h) Memb. BR1 BracingSHS 76.3 x 4 x - x 7.4 kg/mL = 7.771 m 20 m 155.420 1.155L = 9.89 m 8 m 79.120 0.588Subtotal m 155.420 1.743
i) Memb. PR1 PurlinLipped Channel203 x 76 x 15.5 x 4.44 kg/m
L = 50 m 46 m 2300 10.212
i) Memb. SG1 Sag RodMS Rod 12 x - x - x 0.9 kg/m
L = 1.376 m 410 m 564 0.508
Subtotal 13.821Total 58.9344
PROJECT: DATE 20-Feb-12
JOB NO : DESIGNED
ACTIVITY: General Warehouse CHECKED Contingency
SHEET
Type Sec
NO DESCRIPTION NO Unit Actual Req'd Act Wt Rqd Wt C1
(ton) (ton) B1
1 Steel Structure for Road Tanker Shed B2
a) Memb. C1 (Column) RFI
UB 457 x 279 x - x 144 kg/m TC1
L = 7.7 m 16 m 123.200 17.790 BC1
S7
S8
S9
b) Memb. C2 Column
UB 356 x 203 x - x 64 kg/m Dia
L = 8.5 m 5 m 42.500 2.720 Bolt1
Bolt2
Bolt3
c) Memb. C3 Column
Lipped Channel203 x 76 x 15.5 x 4.44 kg/m
L = 6.64 m 4 m 26.560 0.118
d) Memb. LB1 (Lintel Beam)
Lipped Channel203 x 76 x 15.5 x 4.44 kg/m
L = 15.85 m 2 m 31.700 0.141
e) Memb. B1 (Beam)
UB 203 x 165 x - x 35.7 kg/m
L = 7.5 m 4 m 30.000 1.072
L = 9 m 10 m 90.000 3.215
Subtotal m 30.000 4.286
f) Memb. B2 Beam
SHS 100 x 100 x 6 x 18.2 kg/m
L = 3.51 m 16 m 56 1.022
Subtotal 23.357
PROJECT: DATE 20-Feb-12
JOB NO : DESIGNED
ACTIVITY: General Warehouse CHECKED Contingency
SHEET
NO DESCRIPTION NO Unit Actual Req'd Act Wt Rqd Wt(ton) (ton)
g) Memb. BR1 BracingSHS 88 x - x - x 8.4 kg/mL = 8.11 m 32 m 259.520 2.175L = 9.51 m 32 m 304.320 2.550Subtotal m 259.520 4.725
h) Memb. SG1 Sag RodMS Rod 12 x - x - x 0.9 kg/m
L = 1.376 m 170 m 233.920 0.211L = 1.3 m 240 m 312.000 0.281
Subtotal m 233.920 0.491
i) Memb. PR1 PurlinLipped Channel203 x 76 x 15.5 x 4.44 kg/m
L = 60 m 36 m 2160 9.590L = 20 m 12 m 240 1.066
Subtotal m 2400 10.656
f) Memb. B3 BeamRHS 150 x 100 x 6 x 23.1 kg/mL = 0.77 m 16 m 12 0.285
f) Memb. RF1 RafterUB 457 x 279 x - x 113 kg/m
L = 9.8 m 16 m 157 17.734
f) Memb. JR1 BeamSHS 100 x 100 x 6 x 18.2 kg/mL = 1.12 m 16 m 18 0.326
Subtotal 34.217Total 57.5744
PROJECT: DATE 20-Feb-12
JOB NO : DESIGNED
ACTIVITY: Common Toilet Type 2 CHECKED Contingency
SHEET
Type Sec
NO DESCRIPTION NO Unit Actual Req'd Act Wt Rqd Wt C1
(ton) (ton) B1
1 Steel Structure for Road Tanker Shed B2
a) Memb. RB 1 (RC Beam) RFI
Re-Bar T10 x - x - x 0.62 kg/m TC1
L = 12 m 16 m 192.000 0.118 BC1
L = 4 m 164 m 656.000 0.404
Subtotal m 192.000 0.522 S7
S8
b) Memb. RB2 (RC Beam)
Re-Bar T10 x - x - x 0.62 kg/m Dia
L = 12 m 12 m 144.000 0.089 Bolt1
L = 1 m 123 m 123.000 0.076
Subtotal m 144.000 0.164 Bolt2
Bolt3
c) Memb. RC1 RC Column
Re-Bar T16 x - x - x 1.58 kg/m
L = 6 m 48 m 288.000 0.455
Re-Bar T10 x - x - x 0.62 kg/m
L = 1 m 492 m 492.000 0.777
Subtotal m 288.000 1.232
d) Memb. TC1 (Top Chord)
RHS 50 x 50 x 6 x 8.31 kg/m
L = 4.335 m 6 m 26.010 0.216
e) Memb. BC1 (Bottom Chord)
RHS 50 x 50 x 6 x 8.31 kg/m
L = 9 m 3 m 27.000 0.224
f) Memb. DC1 Diaganol Chord
SHS 25 x 25 x 3.2 x 1.28 kg/m
L = 16.9 m 3 m 51 0.065
Subtotal 2.424
PROJECT: DATE 20-Feb-12
JOB NO : DESIGNED
ACTIVITY: Common Toilet Type 2 CHECKED Contingency
SHEET
NO DESCRIPTION NO Unit Actual Req'd Act Wt Rqd Wt(ton) (ton)
g) Memb. PR1 PurlinLipped Channel152 x 64 x 15.5 x 3.54 kg/m
L = 11.5 m 8 m 92.000 0.326
h) Memb. SG1 Sag RodMS Rod 12 x - x - x 0.9 kg/m
L = 1.11 m 4 m 4.440 0.004L = 1.47 m 4 m 5.880 0.005L = 1.48 m 4 m 5.920 0.005Subtotal m 4.440 0.015
Subtotal 0.015Total 2.438
PROJECT: DATE 20-Feb-12
JOB NO : DESIGNED
ACTIVITY: Canteen Type2 CHECKED Contingency
SHEET
Type Sec
NO DESCRIPTION NO Unit Actual Req'd Act Wt Rqd Wt C1
(ton) (ton) B1
1 Steel Structure for Road Tanker Shed B2
a) Memb. C1 (Column) RFI
UB 203 x 133 x - x 26.8 kg/m TC1
L = 4.15 m 18 m 74.700 2.002 BC1
S7
S8
S9
b) Memb. TT1 Tie Truss
SHS 50 x 50 x 6 x 8.31 kg/m Dia
L = 5.75 m 12 m 69.000 0.573 Bolt1
L = 7 m 4 m 28.000 0.233
Subtotal m 97.000 0.806 Bolt2
Bolt3
c) Memb. BR1 Bracing
RHS 61 x - x 6 x 5.58 kg/m
L = 6.65 m 16 m 106.400 0.594
d) Memb. TC1 (Top Chord)
RHS 100 x 50 x 6 x 13.3 kg/m
L = 8.46 m 18 m 152.280 2.025
e) Memb. BC1 (Bottom Chord)
RHS 50 x 50 x 6 x 8.31 kg/m
L = 17.4 m 9 m 156.600 1.301
f) Memb. DC1 Diaganol Chord
SHS 50 x 50 x 6 x 8.31 kg/m
L = 28.04 m 9 m 252 2.097
Subtotal 8.826
PROJECT: DATE 20-Feb-12
JOB NO : DESIGNED
ACTIVITY: Canteen Type2 CHECKED Contingency
SHEET
NO DESCRIPTION NO Unit Actual Req'd Act Wt Rqd Wt(ton) (ton)
g) Memb. JR1 Jack Roof MemberSHS 50 x 50 x 6 x 8.3 kg/mL = 2.26 m 16 m 36.160 0.300L = 0.98 m 16 m 15.680 0.130Subtotal m 36.160 0.431
h) Memb. TT2 Tie TrussSHS 25 x 25 x 3.2 x 1.2 kg/mL = 6 m 12 m 72.000 0.085L = 1.65 m 16 m 26.400 0.031L = 7.16 m 4 m 28.640 0.034Subtotal m 72.000 0.150
i) Memb. PR1 PurlinLipped Channel152 x 64 x 15.5 x 3.54 kg/m
L = 19.5 m 12 m 234 0.828L = 50.75 m 14 m 711 2.515L = 14 m 2 m 28 0.099Subtotal m 973 3.443
Subtotal 4.023Total 12.8489
PROJECT: DATE 20-Feb-12
JOB NO : DESIGNED
ACTIVITY: Auto Blast and Painting Workshop CHECKED Contingency
SHEET
Type Sec
NO DESCRIPTION NO Unit Actual Req'd Act Wt Rqd Wt C1
(ton) (ton) B1
1 Steel Structure for Road Tanker Shed B2
a) Memb. C1 (Column) RFI
UB 610 x 229 x - x 140 kg/m TC1
L = 13.72 m 20 m 274.400 38.389 BC1
S7
S8
S9
b) Memb. B1 Beam
UB 203 x 165 x - x 35.7 kg/m Dia
L = 8.5 m 8 m 68.000 2.429 Bolt1
L = 9 m 28 m 252.000 9.001
Subtotal m 320.000 11.430 Bolt2
Bolt3
c) Memb. B2 Beam
RHS 150 x 100 x 6 x 23.1 kg/m
L = 0.79 m 20 m 15.800 0.365
d) Memb. TC1 (Top Chord)
RHS 150 x 100 x 6 x 23.1 kg/m
L = 9.831 m 20 m 196.620 4.542
e) Memb. BC1 (Bottom Chord)
RHS 150 x 100 x 6 x 23.1 kg/m
L = 20 m 10 m 200.000 4.620
f) Memb. DC1 Diaganol Chord
SHS 75 x 75 x 6 x 13 kg/m
L = 48.653 m 10 m 487 6.325
Subtotal 65.671
PROJECT: DATE 20-Feb-12
JOB NO : DESIGNED
ACTIVITY: Auto Blast and Painting Workshop CHECKED Contingency
SHEET
NO DESCRIPTION NO Unit Actual Req'd Act Wt Rqd Wt(ton) (ton)
g) Memb. JR1 Jack Roof MemberSHS 100 x 100 x 6 x 18.2 kg/mL = 7.11 m 10 m 71.100 1.294L = 1.11 m 20 m 22.200 0.404Subtotal m 71.100 1.698
h) Memb. BR1 BracingSHS 76.3 x 4 x - x 7.4 kg/mL = 9.132 m 20 m 182.640 1.357L = 10.97 m 8 m 87.760 0.652Subtotal m 182.640 2.009
i) Memb. PR1 PurlinLipped Channel203 x 76 x 15.5 x 4.44 kg/m
