Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
A W310x97 steel wide-flange section supports a uniformly distributed line load on a simple span of 4 m. Assume AS01 steel. Calculate the allowable load (kN/m). Neglect the weight of the heam

A W310x97 steel wide-flange section supports a uniformly distributed line load on a simple span of 4 m. Assume AS01 steel. Calculate the allowable load (kN/m). Neglect the weight of the heam

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
icon
Concept explainers
Question
A W310x97 steel wide-flange section supports a uniformly distributed line load on a simple span of 4 m. Assume A501 steel. Calculate the allowable load (kN/m). Neglect the weight of the TABLE A.2 SI units beam. Designation mm x kg/m Z, x 103 mm3 A S, 10° mm 10° mm3 S, ly 10° mm 10 mm mm -w KN/m 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 4m W610 x 153 19,500 622 14.O 229 24.9 1250 4010 254 4590 49.5 434 50.5 TABLE G.2 Sl units W610 x 113 14.500 607 11.2 229 17.3 874 2880 246 3280 34.3 302 48.8 W530 × 138 17,600 549 14.7 213 23.6 862 3150 221 3620 38.7 362 46.7 Mod. of Mod. of Coeff. of Thermal Elasticity Rigidity G Ultimate Strength Density kg/m x 10 Tensile Yield Strength F, MPa Expansion a m/m/C" x 10-6 Poisson's W530 x 101 12,900 536 10.9 210 17.4 616 2290 218 2620 26.9 257 45.7 MPa MPa MPa « 10 Ratio Material x 10 Tens. Comp. Shear W530 x 72 9100 523 8.89 206 10.9 399 1520 209 1750 16.1 156 42.2 Steel ASTM A36 7.85 207 83 250 400 11.7 0.25 or AS01 W460 x 60 7610 455 8.00 152 13.3 255 1120 183 1280 7.95 104 32.3 Steel (high-strength low-alloy) ASTM A992 7.85 207 83 345 450 11.7 0.25 W410 x 100 12,600 414 10.0 260 16.9 397 1920 177 2130 49.5 380 62.5 Steel AISI 1020 7.85 207 79.3 210 380 11.7 0.25 hot-rolled W360 x 110 14,100 361 11.4 257 19.9 331 1840 153 2060 55.8 436 63 Steel AISI 1040 hot-rolled 7.85 207 79.3 290 520 11.7 0.25 W310 x 202 25,700 340 20.1 314 31.8 516 3050 142 3510 166 1050 80.3 Stainless steel 7.85 200 80 280 580 410 11.7 0.25 (annealed) W310 x 107 13,600 312 10.9 305 17.0 248 1600 135 1770 81.2 531 77.2 Cast iron (gray) 7.21 103 41 140 550 220 10.6 0.26 W310 x 97 12,300 307 9.91 305 15,4 222 1440 134 1590 72.4 477 76.7 Aluminum alloy 1-T6 2.64 70 28 240 260 190 23.6 0.33 6061. W310 x 38.7 4940 310 5.84 165 9.65 84.9 547 131 610 7.2 87.5 38.4 Magnesium alloy 1.794 45 17 210 280 140 26.1 0.34 Titanium alloy 4,40 114 45 900 970 690 9.7 W250 x 115 14,600 269 13.5 260 22.1 189 1410 114 1600 64.1 493 66 Brass (rolled) 8.56 97 41 340 410 340 18.7 0.34 Bronze (cast) 18.2 W250 x 73 9290 254 8.64 254 14.2 113 895 110 990 38.9 306 64.5 8.56 83 34 170 230 390 0.35 Copper (hard drawn) 8.81 103 41 280 380 260 16.7 0.35 W200 x 59 7550 210 9.14 206 14.2 60.8 582 89.7 652 20.4 200 51.8 Concrete 2.40 21.5 21 9.9 0.20 W150 x 24 3060 160 6.60 102 10.3 13.4 167 66 192 1.84 36.1 24.6 Concrete 2.40 24.9 28 9.9 0.20 *Flange and web thicknesses may vary due to mill roling practices.
Transcribed Image Text:A W310x97 steel wide-flange section supports a uniformly distributed line load on a simple span of 4 m. Assume A501 steel. Calculate the allowable load (kN/m). Neglect the weight of the TABLE A.2 SI units beam. Designation mm x kg/m Z, x 103 mm3 A S, 10° mm 10° mm3 S, ly 10° mm 10 mm mm -w KN/m 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 4m W610 x 153 19,500 622 14.O 229 24.9 1250 4010 254 4590 49.5 434 50.5 TABLE G.2 Sl units W610 x 113 14.500 607 11.2 229 17.3 874 2880 246 3280 34.3 302 48.8 W530 × 138 17,600 549 14.7 213 23.6 862 3150 221 3620 38.7 362 46.7 Mod. of Mod. of Coeff. of Thermal Elasticity Rigidity G Ultimate Strength Density kg/m x 10 Tensile Yield Strength F, MPa Expansion a m/m/C" x 10-6 Poisson's W530 x 101 12,900 536 10.9 210 17.4 616 2290 218 2620 26.9 257 45.7 MPa MPa MPa « 10 Ratio Material x 10 Tens. Comp. Shear W530 x 72 9100 523 8.89 206 10.9 399 1520 209 1750 16.1 156 42.2 Steel ASTM A36 7.85 207 83 250 400 11.7 0.25 or AS01 W460 x 60 7610 455 8.00 152 13.3 255 1120 183 1280 7.95 104 32.3 Steel (high-strength low-alloy) ASTM A992 7.85 207 83 345 450 11.7 0.25 W410 x 100 12,600 414 10.0 260 16.9 397 1920 177 2130 49.5 380 62.5 Steel AISI 1020 7.85 207 79.3 210 380 11.7 0.25 hot-rolled W360 x 110 14,100 361 11.4 257 19.9 331 1840 153 2060 55.8 436 63 Steel AISI 1040 hot-rolled 7.85 207 79.3 290 520 11.7 0.25 W310 x 202 25,700 340 20.1 314 31.8 516 3050 142 3510 166 1050 80.3 Stainless steel 7.85 200 80 280 580 410 11.7 0.25 (annealed) W310 x 107 13,600 312 10.9 305 17.0 248 1600 135 1770 81.2 531 77.2 Cast iron (gray) 7.21 103 41 140 550 220 10.6 0.26 W310 x 97 12,300 307 9.91 305 15,4 222 1440 134 1590 72.4 477 76.7 Aluminum alloy 1-T6 2.64 70 28 240 260 190 23.6 0.33 6061. W310 x 38.7 4940 310 5.84 165 9.65 84.9 547 131 610 7.2 87.5 38.4 Magnesium alloy 1.794 45 17 210 280 140 26.1 0.34 Titanium alloy 4,40 114 45 900 970 690 9.7 W250 x 115 14,600 269 13.5 260 22.1 189 1410 114 1600 64.1 493 66 Brass (rolled) 8.56 97 41 340 410 340 18.7 0.34 Bronze (cast) 18.2 W250 x 73 9290 254 8.64 254 14.2 113 895 110 990 38.9 306 64.5 8.56 83 34 170 230 390 0.35 Copper (hard drawn) 8.81 103 41 280 380 260 16.7 0.35 W200 x 59 7550 210 9.14 206 14.2 60.8 582 89.7 652 20.4 200 51.8 Concrete 2.40 21.5 21 9.9 0.20 W150 x 24 3060 160 6.60 102 10.3 13.4 167 66 192 1.84 36.1 24.6 Concrete 2.40 24.9 28 9.9 0.20 *Flange and web thicknesses may vary due to mill roling practices.
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 2 steps with 2 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Design criteria for structural loading
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS