The two C15 X 40s shown in Figure below have been selected to supporta dead tensile working load of 130 k and a 250-k live tensile working load. The member is 35 ft long. consists of A 992 steel, and has one line of three 1-in bolts in each channel flange 4 in on center. Using the AISC Specification, determine whether the member is satisfactory and design the necessary tie plates. Assume centers of bolt holes are 2 in from the backs of the channels. e of C 15

The two C15 X 40s shown in Figure below have been selected to supporta dead tensile working load of 130 k and a 250-k live tensile working load. The member is 35 ft long. consists of A 992 steel, and has one line of three 1-in bolts in each channel flange 4 in on center. Using the AISC Specification, determine whether the member is satisfactory and design the necessary tie plates. Assume centers of bolt holes are 2 in from the backs of the channels. e of C 15

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: 1.4) The design block shear strength is A) 234.900 kips B) 176.175 kips C) 211.050 kips D) 158.288…

A: The given figure is shown below:

Q: Please help me solve Part 4!

A: Given: Section: 2 L 5 x 3 x1/2 Bolt size: 7/8" A36 steel Design shear strength of one bolt = 24.3…

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: 4.3-2 Compute the nominal axial compressive strength of the member shown in Figure P4.3-2. Use AISC…

Q: NEED ANSWER URGENT PLS!! A W 12 x 35 tension member of A992 steel (Fy = 350 MPa and Fu = 450 MPa) is…

Q: A C9×20 is to be used as a tension member (Figure 1). The channel is bolted to a ¾- inch gusset…

A: C9 x 20t = 3/8 inch db = 1 in

Q: As shown in Figure 7, members AC and BD are used to brace the pin-connected structure against a…

A: Factored load, 12 kips. A36-steel properties: fu = 58 ksi fy = 36 ksi

Q: A WT7 x 41 bracket is connected to a W14 x 159 column with 5⁄16inch E70 fillet welds as shown in…

A: The load factor is the average load ratio to the highest demand. It depends on the value and the…

Q: A double-angle shape, 2L8x8x%, is connected to a %-inch gusset plate as shown in Figure 3. Determine…

A: To find:Maximum total service load:a. LRFDb. ASD

Q: Determine the load-carrying capacity of the 2 PL 5/16 x 3 tension member shown based on the limit…

Q: A double-angle tension member, 2L 3 x 2 x 4 LLBB, of A36 steel is subjected to a dead load of 12…

A: 2L 3 x 2 x 1/4 LLBB section A36 steelDL = 12 kipLL = 36 kip db = 3/4 in

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

Q: Complete the spreadsheat, by calculating the amount of cut, fill, and either excess or shortage of…

A: Spreadsheet is givennew elevation and existing elevation is givenFINDamount of cut, fill, and either…

Q: A C9×20 is to be used as a tension member (Figure 1). The channel is bolted to a ¾- inch gusset…

A: C9 x 20t = 3/8 inch db = 1 in

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: 1.2) The effective net area is A) 5.510 in B) 4.536 in C) 4.536 in D) 4.109 in

A: A double-channel shape, 2 C8*18.75, is used as a tension member. The channels are bolted to a…

Q: Problem 2: A C12 x 30 is connected with 1-in. diameter bolts in each flange, as shown in Fig- ure…

Q: Problem 1: Hanger in Tension with Block Shear The W12 X 53 tension member shown below has two rows…

A: Given: db = 1 in Fy = 50 ksi Fu = 65 ksi section properties: W 12 x 53 Ag=15.6 in2 d = 12.1 in tw =…

Q: A bracket must support the service loads shown in the figure below. The loads act through the center…

Q: The tension member shown in Figure P3.2-5 is a PL 1/2 x 8 of A36 steel. The member is connected to a…

A: Given data:-For grade A 36,Dead load =95 kipsLive load =9 kips

Question

प्राननापप्रमापापप्राग
The two C15 X 40s shown in Figure below have been
selected to support a dead tensile working load of 130 k and a
250-k live tensile working load. The member is 35 ft long.
consists of A 992 steel, and has one line of three 1-in bolts in
each channel flange 4 in on center. Using the AISC
Specification, determine whether the member is satisfactory
and design the necessary tie plates. Assume centers of bolt
holes are 2 in from the backs of the channels.
.778 in-
cg of C-
15 in
2-Ci5 x 40
g: in
11
2 in

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps

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

please solve 1.1
A double-angle shape, 2L8×8×%, is connected to a %-inch gusset plate as shown in Figure 3. Determine the maximum total service load that can be applied if the ratio of dead load to live load is 0.5. The bolts are 1-inch-diameter, Group B bearing type bolts. A572 Grade 50 steel is used for the angle, and A36 steel is used for the gusset plate. Threads are not excluded from the shear plane. Assume that block shear failure is not going to happen. T 2" 3" 3" 3" 00 -OO 00 -oo - t = 5/8" Figure 3
Select the lightest C6 channel shape to be used as a 12 ft long tension member to resist the following service loads, PD = 20 k and P₁ = 32 k. The member will be con- nected by a transverse weld at the end of the channel only. Use A36 Grade 36 steel with F = 58 ksi. (Ans. C6 × 10.5 LRFD and ASD)
PLEASE DOUBLE CHECK YOUR ANSWER Determine the maximum factored load that can be applied to the Tension member shown. The angle is ASTM A36. The diameter of the bolts is 1-in. CIVIL ENGINEERING STEEL DESIGN W12 x 16 4,-0.220 in -3.99 in 1=+=+=+= 3 in 3 in 3 in
please solve 1.3
34. Determine the available strength of a WT7×15, A992 steel, with the flanges welded to a 1/2 in. gusset plate by a 10 in. weld along each side of the flange. Considering yielding and net section rupture, determine the (a) design strength by LRFD and (b) allowable strength by ASD.