plz need help TABLE G.2 SI unitsMod. ofElasticityMod. ofCoeff. ofRigidityThermalUltimate StrengthMPaExpansion am/m/C°x 10-6Poisson'sDensitykg/m3× 10³EGTensile YieldMPaMPaStrengthFy ksiRatioMaterialх 103x 103Tens.Comp.Shear250Steel ASTM A36or A5017.852078340011.70.25Steel (high-strengthlow-alloy) ASTMA9927.852078334545011.70.25Steel AISI 10207.8520779.321038011.70.25hot-rolledSteel AISI 10407.8520779.329052011.70.25hot-rolledStainless steel(annealed)7.852008028058041011.70.25Cast iron (gray)7.211034114055022010.60.26Aluminum alloy6061-T62.64702824026019023.60.33Magnesium alloy1.794451721028014026.10.34Titanium alloy4.40114459009706909.7Brass (rolled)8.56974134041034018.70.34Bronze (cast)8.56833417023039018.20.35Copper (harddrawn)8.811034128038026016.70.35Concrete2.4021.5219.90.20Concrete2.4024.9289.90.20TABLE A.2 SI unitsDesignationmm x kg/mZ, x 10³mm3Atw106 mm4103 mm3Iy106 mm4S,103 mm3mm2mmmmmmmmmmmmw1000 x 22228,300 97016.029821.140808410381980095.363658.2W920 x 39049,80093721.3041936.6745015,90038918,000454216095.5W840 x 32942,10086119.740032.5537012,40035814,000350174091.2W610 x 15319,50062214.022924.912504010254459049.543450.5W610 × 11314,50060711.222917.38742880246328034.330248.8W530 x 13817,60054914.721323.68623150221362038.736246.7W530 x 10112,90053610.921017.46162290218262026.925745.7W530 x 7291005238.8920610.93991520209175016.115642.2W460 x 6076104558.0015213.3255112018312807.9510432.3W410 x 10012,60041410.026016.93971920177213049.538062.5W360 × 11014,100 36111.425719.93311840153206055.843663W310 x 20225,70034020.131431.851630501423510166105080.3W310 x 10713,60031210.930517.02481600135177081.253177.2W310 x 9712,3003079.9130515.42221440134159072.447776.7W310 x 38.749403105.841659.6584.95471316107.287.538.4W250 x 11514,60026913.526022.11891410114160064.149366W250 x 7392902548.6425414.211389511099038.930664.5W200 x 5975502109.1420614.260.858289.765220.420051.8W150 x 2430601606.6010210.313.4167661921.8436.124.6"Flange and web thicknesses may vary due to mill rolling practices. A W200x59 steel wide-flange section supports a uniformly distributed line load on a simple span of 6 m. Assume A992 steel. Calculate the allowable load (kN/m). Neglect the weight ofthe beam. Use Fv=0.4 Fy

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A W200x59 steel wide-flange section supports a uniformly distributed line load on a simple span of 6 m. Assume A992 steel. Calculate the allowable load (kN/m). Neglect the weight of the beam. Use Fy=0.4 Fy

A W200x59 steel wide-flange section supports a uniformly distributed line load on a simple span of 6 m. Assume A992 steel. Calculate the allowable load (kN/m). Neglect the weight of the beam. Use Fy=0.4 Fy

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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plz need help

TABLE G.2 SI units
Mod. of
Elasticity
Mod. of
Coeff. of
Rigidity
Thermal
Ultimate Strength
MPa
Expansion a
m/m/C°
x 10-6
Poisson's
Density
kg/m3
× 10³
E
G
Tensile Yield
MPa
MPa
Strength
Fy ksi
Ratio
Material
х 103
x 103
Tens.
Comp.
Shear
250
Steel ASTM A36
or A501
7.85
207
83
400
11.7
0.25
Steel (high-strength
low-alloy) ASTM
A992
7.85
207
83
345
450
11.7
0.25
Steel AISI 1020
7.85
207
79.3
210
380
11.7
0.25
hot-rolled
Steel AISI 1040
7.85
207
79.3
290
520
11.7
0.25
hot-rolled
Stainless steel
(annealed)
7.85
200
80
280
580
410
11.7
0.25
Cast iron (gray)
7.21
103
41
140
550
220
10.6
0.26
Aluminum alloy
6061-T6
2.64
70
28
240
260
190
23.6
0.33
Magnesium alloy
1.794
45
17
210
280
140
26.1
0.34
Titanium alloy
4.40
114
45
900
970
690
9.7
Brass (rolled)
8.56
97
41
340
410
340
18.7
0.34
Bronze (cast)
8.56
83
34
170
230
390
18.2
0.35
Copper (hard
drawn)
8.81
103
41
280
380
260
16.7
0.35
Concrete
2.40
21.5
21
9.9
0.20
Concrete
2.40
24.9
28
9.9
0.20
TABLE A.2 SI units
Designation
mm x kg/m
Z, x 10³
mm3
A
tw
106 mm4
103 mm3
Iy
106 mm4
S,
103 mm3
mm2
mm
mm
mm
mm
mm
mm
w1000 x 222
28,300 970
16.0
298
21.1
4080
8410
381
9800
95.3
636
58.2
W920 x 390
49,800
937
21.30
419
36.6
7450
15,900
389
18,000
454
2160
95.5
W840 x 329
42,100
861
19.7
400
32.5
5370
12,400
358
14,000
350
1740
91.2
W610 x 153
19,500
622
14.0
229
24.9
1250
4010
254
4590
49.5
434
50.5
W610 × 113
14,500
607
11.2
229
17.3
874
2880
246
3280
34.3
302
48.8
W530 x 138
17,600
549
14.7
213
23.6
862
3150
221
3620
38.7
362
46.7
W530 x 101
12,900
536
10.9
210
17.4
616
2290
218
2620
26.9
257
45.7
W530 x 72
9100
523
8.89
206
10.9
399
1520
209
1750
16.1
156
42.2
W460 x 60
7610
455
8.00
152
13.3
255
1120
183
1280
7.95
104
32.3
W410 x 100
12,600
414
10.0
260
16.9
397
1920
177
2130
49.5
380
62.5
W360 × 110
14,100 361
11.4
257
19.9
331
1840
153
2060
55.8
436
63
W310 x 202
25,700
340
20.1
314
31.8
516
3050
142
3510
166
1050
80.3
W310 x 107
13,600
312
10.9
305
17.0
248
1600
135
1770
81.2
531
77.2
W310 x 97
12,300
307
9.91
305
15.4
222
1440
134
1590
72.4
477
76.7
W310 x 38.7
4940
310
5.84
165
9.65
84.9
547
131
610
7.2
87.5
38.4
W250 x 115
14,600
269
13.5
260
22.1
189
1410
114
1600
64.1
493
66
W250 x 73
9290
254
8.64
254
14.2
113
895
110
990
38.9
306
64.5
W200 x 59
7550
210
9.14
206
14.2
60.8
582
89.7
652
20.4
200
51.8
W150 x 24
3060
160
6.60
102
10.3
13.4
167
66
192
1.84
36.1
24.6
"Flange and web thicknesses may vary due to mill rolling practices.

A W200x59 steel wide-flange section supports a uniformly distributed line load on a simple span of 6 m. Assume A992 steel. Calculate the allowable load (kN/m). Neglect the weight of
the beam. Use Fv=0.4 Fy

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