Determine the net area along route ABCDEF for the C15 x 33.9 (Ag = 10.00 in2) shown in Fig. 3.8.Holes are for 3/4 in bolts. 1.4 in2 inA1.40 inBQ3+2-0.40= 4.60 in3 in0.650 in0.400 in0.400 in9 in+ 9 inDOС15 х 33.94.60 in3 inQE1.40 inF3 in1.4 in2 in0.650 in(a)(b)(c)IN

Net Area: Net area in bolts is defined as the total gross sectional area minus summation of holes.

Answered: 1.4 in 2 in A 1.40 in BQ 3+2-0.40 =…

1.4 in 2 in A 1.40 in BQ 3+2-0.40 = 4.60 in 3 in 0.650 in 0.400 in 0.400 in 9 in + 9 in DO С15 х 33.9 4.60 in 3 in QE 1.40 in F 3 in 1.4 in 2 in 0.650 in (a) (b) (c) IN

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: Determine the net area of the given section below. Diameter of bolts is 7/8-in and the thickness of…

A: Any steel structure is a gathering of various individuals like beam, segments, and tension members,…

Q: Select a W section bolted as shown in Figure 6.12 with %-in.-diameter bolts, and three bolts per…

Q: Determine the design strength of a single C15x50 fastened to a 3/4" gusset plate. Use A36 steel.…

Q: Determine the effective net area of the W16 x 40 shown in Fig. P3-23. Assume the holes are for…

A: Given: W16×40. From the properties, Ag=118 in2.tf=0.505 in.bf=7 in.d=16 in

Q: The tension member shown contains holes for M20 bolts. At what spacing (mm), s, will the net area…

Q: 4. Determine the minimum net area of the angle section having a bolt hole with a clearance of 4mm.…

Q: Compute the available block shear of the gusset plate a) Per LRFD b) Per ASD

A: The gusset plate given as belowNeed to findAvailble block shear failure (a) Per LFRD(b) per ASD

Q: 10.1 Determine the allowable load P permitted for this double shear joint connection assuming A36…

Q: The tension member shown contains holes for M22 bolts. At what spacing (mm), s, will the net area…

Q: Calculate the shear stress that will need to be developed in the 1 inch diameter bolts, it the…

Q: A double angle shape (L5 x 3 x 5/16) is shown below. The steel is A36 and the holes are for ½ in…

Q: 3. Determine the design capacity using LRFD and NSCP-AISC specifications for the connection shown.…

A: The given data is shown below: A572 grade 42 steeld16 bolts

Q: 11) Light gauge steel studs are attached to top and bottom tracks using A) nails. B) self-tapping…

A: "Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: ) Determine the smallest net area of the tension member shown. The holes are for 19 mm Ø bolts at…

Q: Compute the net area. The 1 x 10 plate shown in Fig. P3-10.The holes are for 7/8-in Ø bolts.

A: The calculation of the net area An of the plate is given by - An = Bt - nϕht + nss24ghere,B =…

Q: Compute the net area of each of the given members

A: Given data in question Plate dimensions Bolt diameter Staggered bolting To find out Net area of…

Q: The tension member is a PL.3 x 5% of A242 steel. It is connected to a 3-in. thick gusset plate, also…

A: PL 3/8 x 5 1/2 A242 steel3/8 in. thick gusset plate, also of A242 steel, with 3/4-inch diameter

Q: ーL7x4x} 1号in。 3 in 2号in 3 in 4 2 in

Q: What is the net area for the W14x53 with 1 inch diameter bolts in standard punched holes as shown?…

A: The sectional properties of W 14X53 are:

Q: 2. Compute for the net area of the shape shown. (Note: Bolts are going through different portions of…

A: The section is provided above. It is w 10x19 section. Also 2 M20 bolts are provided in top and…

Q: 3. Determine the gross and net areas for a 6×5/8 in. plate with a single line of standard holes for…

A: Length of plate(L)=6in Thickness of plate (t)=5/8 in To find gross and net area

Q: 9.4 An L 8 x 4 x ½ has staggered holes for %-in. diameter bolts, as shown in Figure P9.4. Determine…

Q: Example 5.13 The connection shown in Fig. Ex. 5.13 uses 20 mm diameter 10.9S grade bolts with…

A: Given that :

Q: GIVEN: PL ⅜ x 5 ½ of A242 steel ⅜ - inch thick gusset plate A242 steel ¾ - inch diameter bolts…

A: Compressive stress is the force that deforms the material in a way that reduces the volume of the…

Q: 3. A Channel section is connected to a 10mm gusset plate with 20mm- diameter bolts as shown in the…

Q: Determine the LRFD design strength and the ASD allowable strength . Neglect block shear. A C9 x 20…

A: Considering the gross section yielding, calculate nominal tensile strength of the bolt…

Q: Determine the avaiable 2" streugth of 34" 3" 2 A325 -N bolts in 1.25 3" 3" 1.25" the lap splice with

A: The given data is: A 325-N bolts-with 3/4 diameter. The dimensions of the section is shown in…

Q: 6. Determine the effective net cross-sectional area of the C 12 x 25 shown. Holes are for 34 in…

Q: 5. Analysis of Tension Members Compute the net area of an L6 x 3 ½ x 3/8 with two lines of 3/4"…

A: Step 1: Calculate the Gross Area of the Angle Given dimensions are L6×321×83, where: 6 inches is…

Q: The L7 x 4 x 1/2 single angle has two lines of bolts in the long leg as shown (See Figure). The U…

A: The distance from the centroid of the connected area to the plane of the connection, x=0.910 in The…

Q: An air chamber is held together by bolts. d = 20 cm, D = 40 cm. A-A: 20 bolts, Drolt = 2.5 cm. %3D…

A: Given : If 2.5cm of 20 bolts are able to hold at A-A. D=40cm, d=20cm, D=2d

Q: 4. Determine the LRFD design strength and the ASD allowable strength of sections given. Neglect…

A: Given, Section = L7×4×12 Hence, t=0.5 inch A36 steel Diameter of the bolt=12 inch Diameter of the…

Q: Compute the governing net area of the plate shown below. The holes are for 3/4-in diameter bolts. Ir…

A: Compute the governing net area of the plate shown below. The holes are for 3/4-in diameter bolts.

Q: Problem 1: For the WT8x50 attached through the flange to a 12x34 inch plate with eight 7/8 inch…

A: Solution: Given: Section: WT 8 x 50 A = 14.70 in2 y = 1.760 in bolt = 7/8 in s = 3 in

Q: 3. A36 steel and 7/8 in diameter bolts [ 2-MC12 × 40 ㅇㅇㅇ All 2 in 2 - in 32 in 31 in 2 - in

Q: Compute the effective net area of the built-up section

A: Givendata: d = 22mm U=0.90 Ac=4,735.00 mm2 tw=9.8 mm tf = 12.7 mm

Q: Determine the LRFD design strength and the ASD allowable strength of sections given. Neglect block…

A: Answer We know that minimum strength given by gross section yielding or Net section ruture strength…

Q: %" Dia bolts in standard holes. W8 FIGURE 2 134 3@3.00

Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

Determine the net area along route ABCDEF for the C15 x 33.9 (Ag = 10.00 in²) shown in Fig. 3.8.Holes are for 3/4 in bolts.

1.4 in
2 in
A
1.40 in
BQ
3+2-0.40
= 4.60 in
3 in
0.650 in
0.400 in
0.400 in
9 in
+ 9 in
DO
С15 х 33.9
4.60 in
3 in
QE
1.40 in
F
3 in
1.4 in
2 in
0.650 in
(a)
(b)
(c)
IN

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

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

Compute the net area of each of the given members.
Compute the effective net area of the built-up section shown below if the holes are punched for 22mm bolts. Assume U=0.90. The relevant data are Ac=4,735.00 mm2 for each channel, tw=9.8 mm, tf = 12.7 mm.
A W18 × 35 with two holes in each flange and one in the web, all for 7/8-in Ø bolts. Compute the net area of each of the given members. (Ans. 8.30 in^2)
Help pls. Ill upvote :)
Two 10inch-15.3 lb channels are welded together as shown in the figure. Compute for the values of Centroids, and lxx for the figure. 1. Determine ybar? 2. Determine lxx (Centroidal)
Compute the net area of each given members. 1. PLx 8 in Ø bolts 2. in O bolts W12 x 40- -PL를 x 14 3. WT15 x 45
In mm) Problem 8: A C310 × 45 is connected with 25mm diameter bolts in each flange, as shown in Figure, Problem 11. If Fy = 345MPA, Fu = 450MPA, and Ae = 0.90An, Apply the following %3D %3D %3D approaches to determine: a. The design strength for LRFD. b. The allowable strength for ASD. Section Figure. Problem 8
8. Determine the effective net area of the W 16 x 40 shown. Assume the holes are for ¾ in diameter bolts. W16 X 40 in Ø bolts PA % 12 121 All 3 in
4. Given a sheared flat bar 5" in width, which is to have a double line of 3/4" Dia bolts, answer the following. a. Does the bolt hole pattern need to be staggered? b. What is the minimum edge distance required? c. What is the gage distance? d. What is the clearance "E" required? e. What is the diagonal minimum distance? f. What is the minimum pitch?
What is the correct length of connection L? Please find an example of a tension member that has a staggered bolts.please find an attached picture. Thanks
Compute the net area. The plate 7/8 x 14 shown in Fig. P3-11. The holes are for 7/8-in Ø bolts.
1