Find the available strength of the S-shape shown. Theholes are for 4-in diameter bolts. Use A36 steel.S15 x 50 (A=14.7 in², tw=0.550 in, t#0.622 in)Ans. LRFD = 476 kips, ASD = 318 kips12" 12"32"obdS15 x 50

Answered: Image /qna-images/answer/15e6a4fd-b7d7-4bba-a205-e1abf51dc2d5.jpg

Find the available strength of the S-shape shown. The holes are for ¾-in diameter bolts. Use A36 steel. S15 x 50 (A=14.7 in?, tw=0.550 in, t=0.622 in) Ans. LRFD = 476 kips, ASD = 318 kips 12" 1½" 32" e d S15 x 50

Find the available strength of the S-shape shown. The holes are for ¾-in diameter bolts. Use A36 steel. S15 x 50 (A=14.7 in?, tw=0.550 in, t=0.622 in) Ans. LRFD = 476 kips, ASD = 318 kips 12" 1½" 32" e d S15 x 50

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 4. An A992 WF steel section is used for the tension member shown in the figure. The bolts are 20mm…

A: A992 WF steel section, bolts are 20mm in diameter The WF section is to be connected to a 12mm-thick…

Q: snip

A: Calculate the gross area due to yielding. Ag=bt =5×12 =2.5 in2 Calculate the nominal…

Q: A double-angle shape is shown in Figure 3.5. The steel is A36, and th 4-inch-diameter bolts. Assume…

Q: The bolted type connection will be used to assemble the given steel members. If PArmax = 8.36 t;…

Q: 1.A tension member is 25 mm thick plate as shown. The bolts are 20 mm. diameter high-strength bolts.…

A: Plate 130 mm x 25 mmbolt diameter, db = 20 mmA36 grade of steel:fy = 250 MPafy = 400 MPaTo find:a)…

Q: connecte lameter bolts in each flange, as sho fFy 448 MPa, and Ae = 0.90An, compute the following.…

A: Given: C12x30 member 25 mm dia bolts fy=345 MPa, fu= 448 MPa Ae= 0.9 An

Q: 6.0 The tension member shown is an L150 × 87.5 x 8. The bolts are 19 mm in diameter. If A36 steel is…

Q: in Ø bolts W12 x 40 VA FIGURE P3-3

Q: B) The tension member shown in Figure is a W 16 × 40, and the steel is A992. The bolts are 3/4-inch…

Q: Check the bolted section of the given gusset plate connection assuming that the connection is done…

Q: A double-angle shape is shown in Figure 3.5. The steel is A36, and the holes are for…

A: Double angle section is shown in the figure above. Grade A36 steel is used. Diameter of bolts= 1/2…

Q: The tension member shown in the figure contains holes for 3/4-in Ø bolts. At what spacing, s, will…

Q: Find the ava shown in the liameter bolts Use LRFI Use ASD 1 2) 3½" I

Q: The tension member shown is an L150 × 87.5 × 8. The bolts are 19 mm in diameter. If A36 steel is…

Q: Determine the allowable tensile force P which can be appllied to the plates shown. The AISC…

A: Diameter of bolt, Thickness of plate, Width of plate, To find: Allowable tensile force.

Q: 4. An A992 WF steel section is used for the tension member shown in the figure. The bolts are 20mm…

A: A W16x67 is given , we need to find out a. The nominal strength based on gross section yielding.b.…

Q: 3. check the capacity of the shear connection. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi…

A: Beam W 16 x 50 (tw = 0.38 in, bf = 7.07 in, tf = 0.63 in) A992 (fy = 50 ksi, fu = 65 ksi) Effective…

Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for…

Q: The design strength , Pu based on gross area

Q: PROBLEM 1: CHECK THE ADEQUACY OF MEMBER BC WHOSE THICKNESS IS 14 mm, FIGURE : to

Q: The tension member shown in figure below is a PL ½ x 8 of A36 steel. The member is connected to a…

Q: A Channel Cóx13 is used as a tension member. The holes are for 5/8 inch in diameter of bolts. Using…

Q: Determine the design strength of the connection shown in the Figure below. The bolts are 25 mm…

A: Given Data Diameter of bolt is given as 25 mm Ultimate tensile strength is given as 400 MPa Yield…

Q: Determine the design strength (LRFD)

A: Solution: calculate the strength of the plates as tension members Gross area Ag = 10(0.5) = 5 sq in…

Q: Please indicate whether the following beams are statically determined, statically indeterminate, or…

Q: a. Determine the ultimate tensile strength of the tension member (channel) based on its gross area.…

A: For channel fu = 450MPa fy = 345MPa

Q: An A36 tension member shown in the figure is connected with three 19 mm diamter bolts. Diameter of…

Q: A PL % x7 tension member is connected with three 1-inch-diameter bolts, as shown in Figure P3.2-1.…

A: Solution:

Q: he plate shown in the figure 2.19 has a thickness of 12 mm. Diameter of bolts is m. A 36 steel is…

A: t= 12 mmd= 16 mmFy = 248 MPa and Fu = 400 MPaThe standard nominal hole diameter of 16 mm bolts = 17…

Q: Use ASD to determine the width of the 5/8 inch thick A36 plate subjected to tension as shown below.…

A: ASD5/8 inch thick A36 platedead load, PD=85 kiplive load ,PL=80 kipTwo rows of 5/8 inch standard…

Q: Problem # 8.0 The tension member shown is a C12 x 20.7 of A572 Grade 50 steel. Will it safely…

A: The channel section used = C12 × 20.7 The steel used = A572 grade 50 steel The magnitude of the…

Q: miscellaneous channel MC 300 x 67 is bolted as shown on the figure 2.20 by a 0 mm diam. bolts. A 36…

A: Area of section, Depth, Thickness of web, Flange thickness, Width of flange, To find: (a)…

Q: ple shear stress FT = 207 MPa. Use A36 steel with yield strength Fy = 248 MPa and a minimum tens h…

A: According to given data A butt joint is bolted using A325 bolts with a diameter of 22mm, with…

Q: Please show solutions on how to get the 0.5 and 1.0 value. The circle green in the figure. Civil…

A: The block shear failure consists of two failure surfaces The tension failure The shear failure The…

Q: The tension member is a PL 1⁄2 × 6. It is connected to a 3⁄8-inch-thick gusset plate with…

A: The given connection with dimensions as follows :

Q: Determine the maximum factored LRFD tensile force capacity in tension only (no block shear). The…

A: We know that Maximum factored LRFD tensile force capacity of the member is given by minimum of the…

Q: Determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi,…

A: Tensile Strength: The Tensile strength of a material defines as the stress in tension that the…

Q: The tension member shown in the figure below is a ¹/2 x 10 plate of A36 steel: Fy = 36 ksi, Fu = 58…

Q: 1. Two A36 16mm thick steel plates are connected by four rivets shown. 50 PU O 50 x 50 50 a.…

Q: Find the available strength of the S-shape shown in Figure 3.20. The holes are for 3/4-inch-diameter…

A: Given : The S shape is shown below : Dia of holes = 3/4 in. Using A36 steel FInd - The Available…

Q: Steel plates A PL % x 7 tension member is connected with three 1-inch-diameter bolts, as shown in…

Q: 9.0 A C12 x 30 is connected with 25 mm diameter bolts in each flange, as shown. If Fy= 345 MPa, Fu=…

Q: Situation 2: A WT 8x13 of A992 steel is used as a tension member, The connection is with 7/8-in,…

A: WT 8×13 of A992 Diameter = 78inch Fy=50 ksi Fu = 65 ksi Ubs = 1.0

Q: Problem1. A PL % x 7 tension member is connected with three 1-inch-diameter bolts, as shown in…

A: Given -

Q: Problem 1. The tension member is a PL 6 x 1/2. It is connected to a 3/8-inch-thick gusset plate with…

A: Answer Given in the Below attachments

Q: The 1 × 8 plate is shown in the figure. The holes are for 3/4-in Ø bolts. Compute the net area of…

A: Given that, width of plate, B = 8 in the thickness of the plate, t=1 in diameter of the bolt, d=…

Question

Find the available strength of the S-shape shown. The
holes are for 4-in diameter bolts. Use A36 steel.
S15 x 50 (A=14.7 in², tw=0.550 in, t#0.622 in)
Ans. LRFD = 476 kips, ASD = 318 kips
12" 12"
32"
ob
d
S15 x 50

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

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

Determine the effective net area of the tension member shown in the figure. 000 3"3" L6 X 6 X 1/2 %-in. bolts Ciri2 ENGINEERING Section STEEL DESIGN 1.67"
Please answer all the questions with a complete solution. thank you.
Please solve with complete detailed solution. Thank you.
20. determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksit) what is the weld capacity perpedicular to the beam of the flange connection in kips? (2 decimal places)
.
| * A's O As,web As bw Steel areas: A's-2 + 14 = 308 mm² A₁=50 mm² (area of $8) Materials : C25/30 / B420C Longitudinal reinforcements A's=2 $ 14 As,web= 2 $ 12 As= 5 0 14 bw=300 mm d=670 mm d'=30 mm k₁= 0,85 k3 = 0,85 Pb=0.0205 (from table) Transverse Reinforcements $8/200 mm (2-leg stirrups) Material coefficients Ymc:1.5 (Concrete) Yms: 1,15 (Steel) Determine the reinforcement ratio and failure type of the beam As,web= 212= 226 mm² Asw=2x50=100 mm² (Total Area of two leg stirrup) A₁= 5 + 14=770 mm²
PL 5/8 x 12 3/4-in-diameter bolts
A double-angle shape, 2L7 3 4 3 3⁄8, is used as a tension member. The twoangles are connected to a gusset plate with 7⁄8-inch-diameter bolts throughthe 7-inch legs, as shown in Figure P3.4-5. A572 Grade 50 steel is used.a. Compute the design strength.b. Compute the allowable strength.
Determine the allowable strength of the figure as shown
Compute the net area of the given members.
The tension member shown in Figure 3.4-2 is a PL 5/8 x 10, and the steel is A36. The bolts are 7/8-inch in diameter. a. Determine the design strength for LRFD. b. Determine the allowable strength for ASD. | 2" +|+| in seinefrinehich 9 оо SO
A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An. Section 2L5 x 3 x16 LLBB Determine the allowable tensile strength for ASD. Select one: а. 52.1 b. 104.2 c. 87.8 d. 43.9