Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
3) Two ASTM A992 (HSLA) steel plates are joined with two splice plates and twelve 30 mm diameter ASTM A490X high strength bolts. The main plates are 300 mm wide and 30 mm thick; the splice plates are 240 mm wide and 12 mm thick. Calculate the joint can support; report the result in kN. Calculate the joint efficiency; report the result in percent. (d = diameter + 3 mm)

3) Two ASTM A992 (HSLA) steel plates are joined with two splice plates and twelve 30 mm diameter ASTM A490X high strength bolts. The main plates are 300 mm wide and 30 mm thick; the splice plates are 240 mm wide and 12 mm thick. Calculate the joint can support; report the result in kN. Calculate the joint efficiency; report the result in percent. (d = diameter + 3 mm)

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

Can u solve me step by step please . thank u

Table B1: Materials Properties at Room Temperature (U.S. Customary units) Material Steels ASTM A36 ASTM A992 (HSLA) AISI 80X (HSLA) AISI 1020, ammaled AISI 1020, cold rolled AISI 1040, maled AISI 1040, cold rolled AISI 4140, ammaled AISI 8620, annealed Steel: ASTM A36 ASTM A992 (HSLA) AISI SOX (HSLA) AISI 1020, ammaled AISI 1020, cold rolled AISI 1040, ammaled AISI 1040, cold rolled AISI 4140, ammaled AISI 8620, ammaled ratio Specific Yield Ultimate Ultimato Ultimate Young's Shaar Thermal Poisson's weight strength strength strength strength modulus modas expansion (tension) (tension) (compression) coefficient GUCE (shear) Cys GUTA ASTM A36 low- carbon steel Y (Tb./im.") ASTM A992 high- strength low-alloy steel 0.284 0.284 0.284 0.284 0.284 0.294 0.294 0.284 0.284 Ors (ksi) 36 50 7.85 7.85 Table B2: Materials Properties at Room Temperature (SI units) Demity Yield Ultimate Ultinuato strength (tension) (tension) (compression) 7.85 7.85 7.85 7.85 7.85 7.85 7.85 *985488% 36 Grs (MPa) 250 50 345 80 43 51 60 61 56 Cys (MPa) 65 250 345 550 295 330 350 415 420 385 ASTM A307 low-carbon steel ASTM A325N, threads in the shear plane ASTM A325X, threads excluded from the shear plane ASTM A490N, threads in the shear plane ASTM A490X, threads excluded from the shear plane 58 65 100 57 65 75 90 95 78 Table B3: Materials Properties of Bolts in Bolted Joints Bolt Specification GUTS (MPa) OUTS (ksi) 58 400 450 690 395 450 Table B4: Materials Properties of Plates in Bolted Joints or Welded Joints Plate Material 320 620 655 540 GUCE (MPa) OUTS (MPa) 400 448 OF-all (ksi) 87 97.5 Tall (ksi) 12.0 24.0 30.0 30.0 37.5 E G (10 pu) (10 pu) (10.in/ (in "F)) Ultimate Young's strength modulus (shear) (MPa) OF-all (MPa) 600 672 30 30 30 30 30 30 30 30 30 OG-all (ksi) 21.6 30 555555555 12 12 11.6 12 12 12 12 12 -@********* 1-6 ********* 12 og-all (MPa) 150 207 d 6.5 6.5 6.5 6.8 6.8 6.3 6.3 6.8 Thermal Poisson's modalus expansion ratio coefficient P (10 mm 11.7 11.7 11.7 11.7 11.7 11.3 11.3 12.3 11.1 Tall (MPa) 82.5 165 207 207 260 32.5 Oxall (ksi) 29 0.25 0.25 0.28 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.28 0.25 0.25 0.25 0.25 0.25 0.25 ON-all (MPa) 200 224
Transcribed Image Text:Table B1: Materials Properties at Room Temperature (U.S. Customary units) Material Steels ASTM A36 ASTM A992 (HSLA) AISI 80X (HSLA) AISI 1020, ammaled AISI 1020, cold rolled AISI 1040, maled AISI 1040, cold rolled AISI 4140, ammaled AISI 8620, annealed Steel: ASTM A36 ASTM A992 (HSLA) AISI SOX (HSLA) AISI 1020, ammaled AISI 1020, cold rolled AISI 1040, ammaled AISI 1040, cold rolled AISI 4140, ammaled AISI 8620, ammaled ratio Specific Yield Ultimate Ultimato Ultimate Young's Shaar Thermal Poisson's weight strength strength strength strength modulus modas expansion (tension) (tension) (compression) coefficient GUCE (shear) Cys GUTA ASTM A36 low- carbon steel Y (Tb./im.") ASTM A992 high- strength low-alloy steel 0.284 0.284 0.284 0.284 0.284 0.294 0.294 0.284 0.284 Ors (ksi) 36 50 7.85 7.85 Table B2: Materials Properties at Room Temperature (SI units) Demity Yield Ultimate Ultinuato strength (tension) (tension) (compression) 7.85 7.85 7.85 7.85 7.85 7.85 7.85 *985488% 36 Grs (MPa) 250 50 345 80 43 51 60 61 56 Cys (MPa) 65 250 345 550 295 330 350 415 420 385 ASTM A307 low-carbon steel ASTM A325N, threads in the shear plane ASTM A325X, threads excluded from the shear plane ASTM A490N, threads in the shear plane ASTM A490X, threads excluded from the shear plane 58 65 100 57 65 75 90 95 78 Table B3: Materials Properties of Bolts in Bolted Joints Bolt Specification GUTS (MPa) OUTS (ksi) 58 400 450 690 395 450 Table B4: Materials Properties of Plates in Bolted Joints or Welded Joints Plate Material 320 620 655 540 GUCE (MPa) OUTS (MPa) 400 448 OF-all (ksi) 87 97.5 Tall (ksi) 12.0 24.0 30.0 30.0 37.5 E G (10 pu) (10 pu) (10.in/ (in "F)) Ultimate Young's strength modulus (shear) (MPa) OF-all (MPa) 600 672 30 30 30 30 30 30 30 30 30 OG-all (ksi) 21.6 30 555555555 12 12 11.6 12 12 12 12 12 -@********* 1-6 ********* 12 og-all (MPa) 150 207 d 6.5 6.5 6.5 6.8 6.8 6.3 6.3 6.8 Thermal Poisson's modalus expansion ratio coefficient P (10 mm 11.7 11.7 11.7 11.7 11.7 11.3 11.3 12.3 11.1 Tall (MPa) 82.5 165 207 207 260 32.5 Oxall (ksi) 29 0.25 0.25 0.28 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.28 0.25 0.25 0.25 0.25 0.25 0.25 ON-all (MPa) 200 224
3) Two ASTM A992 (HSLA) steel plates are joined with two splice plates and twelve 30 mm diameter ASTM A490X high strength bolts. The main plates are 300 mm wide and 30 mm thick; the splice plates are 240 mm wide and 12 mm thick. Calculate the joint can support; report the result in kN. Calculate the joint efficiency; report the result in percent. (dH = diameter + 3 mm) P ¢¢¢ 99 4 P P
Transcribed Image Text:3) Two ASTM A992 (HSLA) steel plates are joined with two splice plates and twelve 30 mm diameter ASTM A490X high strength bolts. The main plates are 300 mm wide and 30 mm thick; the splice plates are 240 mm wide and 12 mm thick. Calculate the joint can support; report the result in kN. Calculate the joint efficiency; report the result in percent. (dH = diameter + 3 mm) P ¢¢¢ 99 4 P P
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 3 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Bars
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.
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