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 3, Problem 3.7.6P
To determine
(a)
The size of
To determine
(b)
The size of
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
A bracket connection shown in figure, consists of a joist
cutting welded to the flange of a column by shop fillet
welds 8 mm on flanges and 6 mm on the web. Determine
the safe service load 'W', the bracket can support at a
distance of 200 mm from the face of the column if the
steel grade is Fe 410.
200
200
8V 150
200
W
8 V 150
N
150
200
250
Partial factor of safety on shop weld = 1.25
Yield strength of steel = 250 MPa.
250
A
Topic:Bolted Steel Connection - Civil Engineering -Steel Design
*Use latest NSCP/NSCP 2015 formula to solve this problem
*Please use hand written to solve this problem
A channel shown is attached to a 12 mm gusset plate with 9-22 mm diameter A 325 bolts as shown. Use LRFD.
Fnv = 300 MPa Fu = 400 MPa
Fy = 248 MPa Ag = 3354 mm2
Question:
Determine the capacity of the channel based on the bearing strength of the connection.
Situation 8: For the connection shown in the figure.
Pu = 80 KN, x1 = 200, x2 = 100, y1 = 50, y2 = y3 = y4 = 100
y1
y2
y3
y4
O 80 MPa
O 71 MPa
O 74 MPa
oooo
O 86 MPa
O
1. Which of the following nearly gives the shearing stress of the most stress bolt? Use 20 mm diameter bolt.
x1
O
O
O
x2
Chapter 3 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 3 - Prob. 3.2.1PCh. 3 - Prob. 3.2.2PCh. 3 - Prob. 3.2.3PCh. 3 - Prob. 3.2.4PCh. 3 - Prob. 3.2.5PCh. 3 - Prob. 3.2.6PCh. 3 - Prob. 3.3.1PCh. 3 - Prob. 3.3.2PCh. 3 - Prob. 3.3.3PCh. 3 - Prob. 3.3.4P
Ch. 3 - Prob. 3.3.5PCh. 3 - Prob. 3.3.6PCh. 3 - Prob. 3.3.7PCh. 3 - Prob. 3.3.8PCh. 3 - Prob. 3.4.1PCh. 3 - Prob. 3.4.2PCh. 3 - Prob. 3.4.3PCh. 3 - Prob. 3.4.4PCh. 3 - Prob. 3.4.5PCh. 3 - Prob. 3.4.6PCh. 3 - Prob. 3.5.1PCh. 3 - Prob. 3.5.2PCh. 3 - Prob. 3.5.3PCh. 3 - Prob. 3.5.4PCh. 3 - Prob. 3.6.1PCh. 3 - Prob. 3.6.2PCh. 3 - Prob. 3.6.3PCh. 3 - Select an American Standard Channel shape for the...Ch. 3 - Prob. 3.6.5PCh. 3 - Use load and resistance factor design and select a...Ch. 3 - Select a threaded rod to resist a service dead...Ch. 3 - Prob. 3.7.2PCh. 3 - Prob. 3.7.3PCh. 3 - Prob. 3.7.4PCh. 3 - Prob. 3.7.5PCh. 3 - Prob. 3.7.6PCh. 3 - Prob. 3.8.1PCh. 3 - Prob. 3.8.2PCh. 3 - Prob. 3.8.3PCh. 3 - Prob. 3.8.4PCh. 3 - Prob. 3.8.5P
Knowledge Booster
Similar questions
- cd efgh ij O klmn u op V 0 0 0 t Р What is the line for which the section will rupture in tension? All holes are the same diameter. m n j h darrow_forwardA 100 x 100 x 10 mm angle is to be welded to a gusset plate. The angle carries a load of 200 kN applied along its centroidal axis which is 28.7 mm above the short leg as shown in the figure. Use an 8 mm fillet weld with a minimum tensile strength Fu = 483.33 MPa. Determine the length of a transverse fillet weld along the edge of the angle in order to avoid eccentricity of loading. Determine the length of side fillet weld required at the heel. Determine the length of side fillet weld required at the toe.arrow_forward12. Refer to figure 6. The 20-mm-diameter bolt fastens two wooden planks together. The nut is tightened until the tensile stress in the bolt is 150 MPa. Find the smallest safe diameter d of the washers if the working bearing stress for wood is 13 MPa. = 20 mm a. 70.8 mm b. 75.2 mm c. 86.3 mm d. 80.5 mm e. none of the above FIGURE 6arrow_forward
- Q3-1 (Trusses), For the Figure shown below; 1 1. Find the forces in the members AB and AD of the truss and indicate whether it is in tension or 3m compression. 10KN 2. Read the following paragraph carefully then answer if it's TRUE or FALSE: The force in the member BC equal to zero? 3. Read the following paragraph carefully then CHOOSE THE CORRECT English Fried Safe 10KN 15 AN 3m 20 kNarrow_forwardTENSION MEMBERS: THE SINGLE 200 X 10 mm STEEL PLATE IS CONNECTED TO A 12 mm THICK STEEL PLATE BY FOUR 16 mm DIAMETER RIVETS AS SHOWN IN THE FIGURE. THE RIVETS USED ARE A502 GRADE 2, HOT DRIVEN RIVETS. THE STEEL IS ASTM A36 WITH Fy = 248 MPa AND Fu = 400 MPa. DETERMINE THE VALUE OF P. a. P BASED ON TENSION OF GROSS AREA b. P BASED ON TENSION OF NET AREA c. P BASED ON BEARING OF PROJECTED AREA d. P BASED ON SHEAR RUPTURE (BLOCK SHEAR)arrow_forwardTwo channels having the given properties shown is placed at a distance of 300 mm to back and is properly connected by a pair of lacings as shown. 305 mm Fy=248 mpa Properties of one channel A = 5690 mm² Ix = 67.3 x 10 mm* Assume K = 1.0 -260 mm- Lucre x= 17- d = 305 mm ly 2.12 x 10 mm x 17mm CIVIL ENGINEERING - STEEL DESIGN Determine the safe axial load in kN, that the column section could carry. Unsupported height of column is 6m.arrow_forward
- A 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate with 7/8-in diameter bolts as shown in the figure. Use s = 2.0 and g = 3.0. Determine the allowable tensile strength of the section based on tensile rupture of the net area. Answer: о о lo O oarrow_forwardPlate t = 8mm C230x19.9 M20 Bolts Ag = 2,530 mm? d = 229 mm T 80 tw = 5.90 mm bf = 61 mm tr = 10.5 mm F, = 345 MPa x = 15 mm F = 450 MPa 60 80 80 60 From the figure shown, which of the following most nearly gives the block shear strength? O 679,7 KN O 1.013.8 KN O 872.9 KN 691.4 KNarrow_forwardTwo 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)arrow_forward
- A flanged bolt coupling consists of six 1/2-in. steel bolts evenly spaced around a bolt circle 12 in. in diameter, and four 3/4-in. aluminum bolts on a concentric bolt circle 8 in. in diameter. What torque can be applied without exceeding 9000 psi in the steel or 6000 psi in the aluminum? Assume Gst = 12 x 10^6 psi and Gal = 4 x 10^6 psi.arrow_forwardsted ingid 250MM B k steel bar bolt AUR rigid bar 12 mm thick 8 mm Brass 350mm Jointd 16 mene thick 350mm JointB 250 mm Xg = 20x10% Eg = 90 G Pa -6 A, = 12x10/0 Es = 200 G Pa thickness> 16 mm 8 mm bolt %3D 12 mmi thick shear strength f bolf bearing streng th of holt= 100 la 50 MPa %3D Assume no failure will take place in steel or brass. Temperature chauge brass steel on Temperature change on Determine thai can be applied to system - the maxarrow_forwardA clevis-type pipe hanger supports an 8-in.-diameter pipe, as shown in Figure. The hanger rod has a diameter of 1/2 in. The bolt connecting the top yoke and the bottom strap has a diameter of 5/8 in. The bottom strap is 3/16 in. thick by 1.75 in. wide by 36 in. long. The weight of the pipe is 2,000 lb. Determine the following: (a) the normal stress in the hanger rod, (b) the shear stress in the bolt(c) the bearing stress in the bottom strap. Please explain the solutionarrow_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