Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
expand_more
expand_more
format_list_bulleted
Question
Chapter 8, Problem 8.2.2P
To determine
(a)
The maximum factored load that can be applied by using LRFD method.
To determine
(b)
The maximum total service load that can be applied by using ASD method.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
Compute the design strength (øPn) of the double angle tension member shown below for the
following limit states:
• tensile yielding in the gross section
• tensile rupture in the net section
• block shear rupture
Identify the controlling limit state.
Note:
• The angles conform to ASTM A36
• LLBB = long legs back-to-back
PL I"
11
(6) 7/B DIA. BOLTS
z"
3"
2"
-2L6x4x%2 LL BB
Considering the following steel connection. The plates in Pink are 9mm steel plates. The middle plate (Yellow) is
18mm thick. The width of the plate is 100mm. The maximum allowable tension stresses on any of the plates is
100Mpa in Gross Area Yielding and 150 Mpa for Net Area or Tension Rupture. The bolts used are 8mm in
diameter, the holes are 10mm in diameter, no need to add 1.6mm. The bolts allow a maximum of 280 Mpa of
shear. Determine the maximum allowable "P" of the connection in kN.
A flanged bolt coupling consists of 6 - 12 mm - diameter bolts on a bolt circle of 320 mm in
diameter. Compute the number of additional 10 mm - diameter bolts on a bolt circle 200 mm
in diameter to increase the torque capacity to 7.65 kNm. The shearing stress of the bolts
should not exceed 60 MPa.
Select one:
O a. 6 bolts
O b. 4 bolts
O c. 3 bolts
O d. 2 bolts
NEXT PAGE
Chapter 8 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 8 - Prob. 8.2.1PCh. 8 - Prob. 8.2.2PCh. 8 - A plate is used as a bracket and is attached to a...Ch. 8 - Prob. 8.2.4PCh. 8 - Prob. 8.2.5PCh. 8 - Prob. 8.2.6PCh. 8 - Prob. 8.2.7PCh. 8 - Prob. 8.2.8PCh. 8 - Prob. 8.2.9PCh. 8 - Prob. 8.2.10P
Ch. 8 - Prob. 8.2.11PCh. 8 - Prob. 8.2.12PCh. 8 - Prob. 8.2.13PCh. 8 - Prob. 8.3.1PCh. 8 - Prob. 8.3.2PCh. 8 - Prob. 8.3.3PCh. 8 - Prob. 8.3.4PCh. 8 - Prob. 8.3.5PCh. 8 - Prob. 8.3.6PCh. 8 - Prob. 8.3.7PCh. 8 - Prob. 8.3.8PCh. 8 - Prob. 8.3.9PCh. 8 - Prob. 8.3.10PCh. 8 - Use an elastic analysis and determine the maximum...Ch. 8 - Use an elastic analysis and determine the maximum...Ch. 8 - Use an elastic analysis and determine the maximum...Ch. 8 - Prob. 8.4.4PCh. 8 - Prob. 8.4.5PCh. 8 - Prob. 8.4.6PCh. 8 - Use an elastic analysis and compute the extra load...Ch. 8 - Use an elastic analysis and compute the extra load...Ch. 8 - Prob. 8.4.9PCh. 8 - Prob. 8.4.10PCh. 8 - Prob. 8.4.11PCh. 8 - Prob. 8.4.12PCh. 8 - Prob. 8.4.13PCh. 8 - Prob. 8.4.14PCh. 8 - Prob. 8.4.15PCh. 8 - Prob. 8.4.16PCh. 8 - Prob. 8.4.17PCh. 8 - Prob. 8.4.18PCh. 8 - a. Use LRFD and design a welded connection for the...Ch. 8 - Prob. 8.4.20PCh. 8 - Prob. 8.5.1PCh. 8 - Prob. 8.5.2PCh. 8 - Prob. 8.5.3PCh. 8 - Prob. 8.5.4PCh. 8 - Prob. 8.5.5PCh. 8 - Prob. 8.6.1PCh. 8 - Prob. 8.6.2PCh. 8 - Prob. 8.6.3PCh. 8 - Prob. 8.6.4PCh. 8 - Prob. 8.7.1PCh. 8 - Prob. 8.7.2PCh. 8 - Prob. 8.7.3PCh. 8 - Prob. 8.8.1PCh. 8 - Prob. 8.8.2PCh. 8 - Prob. 8.8.3PCh. 8 - Prob. 8.8.4P
Knowledge Booster
Similar questions
- 1.A tension member is 25 mm thick plate as shown. The bolts are 20 mm. diameter high-strength bolts. The steel is A36. Compute the following: 130 mm 25 mm 0 0 a) The design strength for LFRD. b) The allowable strength for ASD. 25 mm CIVIL ENGINEERING STEEL DESIGNarrow_forwardA C8 x 11.5 is connected to a gusset plate with 7/8 inch diameter bolts as shown in Figure P3.2-3. The steel is A572 Grade 50. If the member is subjected to a dead load and live load only, what is the total service load capacity if the live to dead load ratio is 3? Assume that Ae=0.85An. Use LRFD and ASD.arrow_forwardWideFlange Section: W 16x67arrow_forward
- Determine the load capacity of the angle LRFD. USE NSCP 2015.arrow_forwardCompute the maximum acceptable tensile SERVICE LOAD that may act on a single tee section that is connected to a gusset plate using welds 12 inches long, as shown in the figure. The service live load is three times the dead load. Use A992 steel. USE LRFD ONLY, no block shear will occur. What is the Maximum Tensile SERVICE Load Round your answer to 3 decimal places.arrow_forwardAn L 5 x 5 x tension member of A588 steel is connected to a gusset plate with six -inch- diameter bolts as shown in Figure P3.3-4. If the member is subject to dead load only, what is the maximum total service load that can be applied if the ratio of live load to dead load is 2.0? Use the alternative value of U from AISC Table D3.1 (Consider yielding & rupture limit states only.) a. Use LRFD b. Use ASD L5 x 5 x '½ 1'/2" 5 spaces @ 3" - 15" 12" FIGURE P3.3-4 na.coarrow_forward
- Please have a Given, Find & Solution.Will Thumbs Up. Thank Youarrow_forwardneed answer and how to solve thank youarrow_forwardDetermine the allowable tensile force P which can be appllied to the plates shown. The AISC specifications A36 steel and 20 mm diameter A325 bolts placed in standard holes with threads excluded from the shear plane are used in a bearing in a bearing type connection. Fy = 248 MPa, Fu = 400 MPa, Fv = 206.9 MPa and Fp = 1.5 Fu. P P CIVIZ 12mm 250 mm ENGINEERING - STEEL DESIGN 12mm P Parrow_forward
- Please answer all the questions with a complete solution. thank you.arrow_forwardUSE WIDE FLANGE SECTION: W14x68arrow_forwardPROBLEM 7. Determine the largest load P that can be applied the plate and bolts. The bolt has a diameter of 12 mm and an allowable shear stress of 80 MPa. Each plate has an allowable tensile stress of 60 MPa, an allowable bearing stress of 70 MPa, and an allowable shear stress of 30 MPa. Answer: P = 25 kips (controls) P/2 P/2 30 mm- 15 mm P 30 mmarrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
- Steel Design (Activate Learning with these NEW ti...Civil EngineeringISBN:9781337094740Author:Segui, William T.Publisher:Cengage Learning
Steel Design (Activate Learning with these NEW ti...
Civil Engineering
ISBN:9781337094740
Author:Segui, William T.
Publisher:Cengage Learning