Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
A W310×107 beam is supported on simple supports with a 9m span. Calculate the allowable shear VR and assume that Fy=345Mpa. Designation mm x kg/m Z, x 10 mm 10 mm 10° mm mm mm mm mm mm 10 mm 10' 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 x 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 x 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 × 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 W310×107 beam is supported on simple supports with a 9m span. Calculate the allowable shear VR and assume that Fy=345Mpa. Designation mm x kg/m Z, x 10 mm 10 mm 10° mm mm mm mm mm mm 10 mm 10' 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 x 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 x 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 × 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.

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
Question
A W310x107 beam is supported on simple supports with a 9m span. Calculate the allowable shear VR and assume that Fy=345Mpa. Designation mm x kg/m Z, x 103 mm3 A tw bp mm? S, 103 mm3 Iy 106 mm4 S, 103 mm3 mm mm mm mm 106 mm4 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 x 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 x 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. 734 KN Ob.469 KN O c. 943 KN
Transcribed Image Text:A W310x107 beam is supported on simple supports with a 9m span. Calculate the allowable shear VR and assume that Fy=345Mpa. Designation mm x kg/m Z, x 103 mm3 A tw bp mm? S, 103 mm3 Iy 106 mm4 S, 103 mm3 mm mm mm mm 106 mm4 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 x 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 x 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. 734 KN Ob.469 KN O c. 943 KN
Expert Solution
steps

Step by step

Solved in 2 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Analysis of slopes
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