Homework Answers
Add Answer to:
Determine the required diameter of the bolts used to attach the cantilever beam to the column...
Problem 5: Determine the required diameter of the bolts used to attach the cantilever beam to...
Problem 5: Determine the required diameter of the bolts used to attach the cantilever beam to the column as shown below. Use A325 Steel bolts (Sy = 34 ksi). Specify the bolts dia to closest 1/8 in. 6.5 kip 48 in Weld A 2.5 in 2.5 in А 4 in
Problem 5: Determine the required diameter of the bolts used to attach the cantilever beam to...
Problem 5: Determine the required diameter of the bolts used to attach the cantilever beam to the column as shown below. Use A325 Steel bolts (Sy = 34 ksi). Specify the bolts dia to closest 1/8 in. 6.5 kip 48 in Weld A 2.5 in 2.5 in А 4 in
Two W8x15 steel sections are joined by bolts to form a cantilever beam with loading and...
Two W8x15 steel sections are joined by bolts to form a cantilever beam with loading and cross section as shown. What should be the maximum spacing of the Vz-inch-diameter bolts if the allowable shear stress for the bolts is 22 ksi? 15 kip Cross section (Ans. S = 7.74 in)
A structural tee is used to connect the beam to the column as shown in the...
A structural tee is used to connect the beam to the column as
shown in the figure. Eight 3/4" - diameter, A325N, fully tightened
bearing-type bolts are used to attach the flange of the tee to the
column flange. Check whether the connection (tee-to-column
connection) is adequate when a dead load of D = 20 kips and live
load of L = 40 kips are applied with an eccentricity of 2.75
inches. All structural steel is A992. Use both Case...
2. (30 pts) Determine the block shear strength of the tension member shown below. Bolts diameter...
2. (30 pts) Determine the block shear strength of the tension member shown below. Bolts diameter = 7/8 in, A36 steel is used (Table 2-4 XN, A16 s 58 kse DO 3232 -in. bolts 19 (3) /8" bolts 3" bolt spacing (fy = 36 ksi P. 2-487 (Table 1-7) Ag = 2.50 in ² p. 1-48 - 1.00 in t. 3/8" And = [3.5"-(7/6" + /6")] (3/8") = 10.94 in? Ag. = (7.5") (2/6") - 2.81 in? Anu = [7.5...
Hi...please I want the solution of this problem of steel design of civil Engineering by using...
Hi...please I want the solution of this problem of
steel design of civil Engineering by using ACI_318 Amarican
code
Example: At a certain section in the cover plated beam of figure shown, the external factored shears are Vu=275k. Determine the spacing required for (7/8)in A325 bolts used in a bearing type connection. Assume that the bolt threads are excluded from the shear plane (A325-X), the edge distance is 3.5in, Fy=50ksi, and Fu=65 ksi. Deformation at bolt holes is a design...
Part 1 A cantilever flexural member is fabricated by bolting two identical cold-rolled steel channels back-to-back,...
Part 1
A cantilever flexural member is fabricated by bolting two
identical cold-rolled steel channels back-to-back, as shown. The
cantilever beam has a span of L = 1300 mm and supports a
concentrated load of P = 500 N. The cross-sectional
dimensions of the built-up shape are shown, where d = 40
mm, w = 65 mm, and t = 3 mm. The effect of the
rounded corners can be neglected in determining the section
properties for the built-up shape....
Reinforced Concrete Design Please answer it with good write . Problem 1: The reinforced concrete cantilever beam shown is subjected to a concentrated load P- 2 kips, at its free end. Determine th...
Reinforced Concrete Design
Please answer it with good write .
Problem 1: The reinforced concrete cantilever beam shown is subjected to a concentrated load P- 2 kips, at its free end. Determine the development length of the shown bars using the detailed and simplified methods for the following cases: a) straight bars b) 90 hooks c )180, hooks The column width is 22 inches. Concrete cover is measured from the concrete surface to the center of the reinforcement. fc 4...
10. A beam cross-section is limited to the size shown below. Determine the required area of...
10. A beam cross-section is limited to the size shown below. Determine the required area of reinforcement for service load moments Mp-430 ft-kip and M 175 ft-ki ksi. Note that the beam self weight is already included in the dead load moment. Assume that c 0.6c for the singly-reinforced part of the section (for your initial guess). Hint: first calculate the nominal moment resisted by the concrete section without compression steel. Check the strength only p.f -4,000 psi and f,-60...
(20pts) An MC 9 x 25.4 is.connected with 7/8-inch-diameter A325 bolts as shown below. A36 steel...
(20pts) An MC 9 x 25.4 is.connected with 7/8-inch-diameter A325 bolts as shown below. A36 steel is used. The service loads are 35 kips dead load and 15 kips live load. Determine the adequacy of tensile capacity of the proposed MC shape using the LRFD method. You will need to determine an appropriate shear lag factor. Your solution has. to be complete for all the aspects regarding tension strength analysis and clearly indicate any assumptions you may make in solution....
Problem 5: Determine the required diameter of the bolts used to attach the cantilever beam to the column as shown below. Use A325 Steel bolts (Sy = 34 ksi). Specify the bolts dia to closest 1/8 in. 6.5 kip 48 in Weld A 2.5 in 2.5 in А 4 in
Problem 5: Determine the required diameter of the bolts used to attach the cantilever beam to the column as shown below. Use A325 Steel bolts (Sy = 34 ksi). Specify the bolts dia to closest 1/8 in. 6.5 kip 48 in Weld A 2.5 in 2.5 in А 4 in
Two W8x15 steel sections are joined by bolts to form a cantilever beam with loading and cross section as shown. What should be the maximum spacing of the Vz-inch-diameter bolts if the allowable shear stress for the bolts is 22 ksi? 15 kip Cross section (Ans. S = 7.74 in)
A structural tee is used to connect the beam to the column as
shown in the figure. Eight 3/4" - diameter, A325N, fully tightened
bearing-type bolts are used to attach the flange of the tee to the
column flange. Check whether the connection (tee-to-column
connection) is adequate when a dead load of D = 20 kips and live
load of L = 40 kips are applied with an eccentricity of 2.75
inches. All structural steel is A992. Use both Case...
2. (30 pts) Determine the block shear strength of the tension member shown below. Bolts diameter = 7/8 in, A36 steel is used (Table 2-4 XN, A16 s 58 kse DO 3232 -in. bolts 19 (3) /8" bolts 3" bolt spacing (fy = 36 ksi P. 2-487 (Table 1-7) Ag = 2.50 in ² p. 1-48 - 1.00 in t. 3/8" And = [3.5"-(7/6" + /6")] (3/8") = 10.94 in? Ag. = (7.5") (2/6") - 2.81 in? Anu = [7.5...
Hi...please I want the solution of this problem of
steel design of civil Engineering by using ACI_318 Amarican
code
Example: At a certain section in the cover plated beam of figure shown, the external factored shears are Vu=275k. Determine the spacing required for (7/8)in A325 bolts used in a bearing type connection. Assume that the bolt threads are excluded from the shear plane (A325-X), the edge distance is 3.5in, Fy=50ksi, and Fu=65 ksi. Deformation at bolt holes is a design...
Part 1
A cantilever flexural member is fabricated by bolting two
identical cold-rolled steel channels back-to-back, as shown. The
cantilever beam has a span of L = 1300 mm and supports a
concentrated load of P = 500 N. The cross-sectional
dimensions of the built-up shape are shown, where d = 40
mm, w = 65 mm, and t = 3 mm. The effect of the
rounded corners can be neglected in determining the section
properties for the built-up shape....
Reinforced Concrete Design
Please answer it with good write .
Problem 1: The reinforced concrete cantilever beam shown is subjected to a concentrated load P- 2 kips, at its free end. Determine the development length of the shown bars using the detailed and simplified methods for the following cases: a) straight bars b) 90 hooks c )180, hooks The column width is 22 inches. Concrete cover is measured from the concrete surface to the center of the reinforcement. fc 4...
10. A beam cross-section is limited to the size shown below. Determine the required area of reinforcement for service load moments Mp-430 ft-kip and M 175 ft-ki ksi. Note that the beam self weight is already included in the dead load moment. Assume that c 0.6c for the singly-reinforced part of the section (for your initial guess). Hint: first calculate the nominal moment resisted by the concrete section without compression steel. Check the strength only p.f -4,000 psi and f,-60...
(20pts) An MC 9 x 25.4 is.connected with 7/8-inch-diameter A325 bolts as shown below. A36 steel is used. The service loads are 35 kips dead load and 15 kips live load. Determine the adequacy of tensile capacity of the proposed MC shape using the LRFD method. You will need to determine an appropriate shear lag factor. Your solution has. to be complete for all the aspects regarding tension strength analysis and clearly indicate any assumptions you may make in solution....
Most questions answered within 3 hours.
-
Oxidative phosphorylation is achieved through chemiosmotic
coupling, which turns chemical energy into osmotic potential energy
that...
asked 1 hour ago -
Hollywood Shoes would like to maintain their cash account at a
minimum level of $64,000, but...
asked 1 hour ago -
Proteins CtrA-P, DnaA, and GcrA behave similarly to what
molecule in the Eukaryotic Cell Cycle?
asked 1 hour ago -
TRUE OR FALSE
In case of a competitive tender procedure, in the request for
quotation, the...
asked 1 hour ago -
I am a little behind please provide some explanation, will
provide thumbs up.
This question considers...
asked 1 hour ago -
Let say the utility function as U(X,Y) = lnX + Y. Show that the
marginal rate...
asked 1 hour ago -
A current of I=8.0A is flowing in a typical extension cord of
length L=3.00m. The cord...
asked 1 hour ago -
1. When balancing the equation H2SO4 (aq) + NaOH (aq) →
Na2SO4(aq) + H2O(aq), would you...
asked 2 hours ago -
Provide a definition of “classification hierarchy” and
illustrate your definition with an example of how and...
asked 2 hours ago -
1. Describe the four main green solvents. Provide one example of
the use of each solvent....
asked 2 hours ago -
International ethics focus on:
1) exploitation of labor
2)corruption
3) environmental impact
4) none of the...
asked 2 hours ago -
Costing Models You work for XYZ trucking and your boss has asked
you to figure out...
asked 2 hours ago