Homework Answers
Solution :
Units : Kips/ft
Given Data :
Column Size = 6x10
Column Length = 16ft
k=1.0, CM=1.0, Ct=1.0, Ci= 1.0
Loads :
Axial Dead Load = 5kips
Axial Snow Load = 15kips
Load Combination :
1) D
2) D+S
Axial Load for Dead Load Combination
Axial load for Snow Load combination :
Axial Load for Dead + Snow Load Combination
Add Answer to:
Column Design for Compression Given: A column supports vertical loads Species and Grade: DF-L Sel...
Column Design for Flexure and Compression Given: An exterior column supports vertical and wind lo...
Column Design for Flexure and Compression Given: An exterior column supports vertical and wind loads Species and Grade: DF-L Select Structural Column Size 6x10 Wind load causes bending about strong axis Axial dead load, PD 5 kips Axial snow load, Ps 15 kips Uniform wind load, Ww-200 р.l.f. Column length, L 16 feet The column is not braced about either axis Column is pinned top and bottom, k 1.0 CM-1.0, Ct 1.0, Ci- 1.0 Design load combination to be considered:...
2. Design Wide flange column section only of A992 steel to serve as a pinned- end main member column 30 ft long to carry an axial compression loads in a braced structure, based on AISC LRFD metho...
2. Design Wide flange column section only of A992 steel to serve as a pinned- end main member column 30 ft long to carry an axial compression loads in a braced structure, based on AISC LRFD method. The dead load is 50 kips A992 13-0" and live load is 70 kips. The member has strong axis direction supported at 17ft height from the bottom of the column. Dead load is 20 kips and live load is 40 kips. Assume the...
All given loads are service loads. A column in a building is subjected to the following...
All given loads are service loads. A column in a building is subjected to the following load effects: 9 kips compression from dead load 5 kips compression from roof live load 6 kips compression from snow 7 kips compression from 3 inches of rain accumulated on the roof 8 kips compression from wind a. If load and resistance factor design is used, determine the factored load Note 2-1 (required strength) to be used in the design of the column. Which...
A column in a 2-story building supports loads from the second floor and the roof. Loads...
A column in a 2-story building supports loads from the second floor and the roof. Loads were calculated and are provided below: Roof Dead = 18,000 pounds Roof Live = 14,400 pounds Wind (down) = 36,000 pounds Wind (up) = 60,000 pounds Floor Dead - 32,000 pounds Floor Live - 39,000 pounds. Using applicable ASD load combinations (refer to Ch. 2 of your textbook), determine the following: a. The maximum axial compression load in pounds for the column supporting the...
Problem 2. Design and select an ASTM A992 (Fy" 50 ksi) W-shape column to carry an...
Problem 2. Design and select an ASTM A992 (Fy" 50 ksi) W-shape column to carry an axial dead load of 140 kips and live lond of 420 kips. The column is 30 feet long, and is pinned top and bottom in both axes. In addition, the column is laterally braced about the y-y axis (local weak/minor axis of the section) and torsionally braced at the midpoint. Limit the column size to a nominal 14 in. shape, that is W14 shape...
1.) According to the requirements of the International Building Code (IBC) as well as the values...
1.) According to the requirements of the International Building Code (IBC) as well as the values requires by ASCE/SEI 7-10, the following equations conform to their requirements for the use of load factors. (a) U 1.4 D.. (b) U-1.2D+1.6L +0.5 (L+or S or R.)...ACI Equation 5.3.1b (c) U-1.2D +1.6L (L or S or R) + (L or 0.5W) ...ACI Equation 5.3.1c (d) U = 1.2 D + 1.0 w + L + 0.5 (Lr l or Sl or R) ACI...
1.) According to the requirements of the International Building Code (IBC) as well as the values...
1.) According to the requirements of the International Building Code (IBC) as well as the values requires by ASCE/SEI 7-10, the following equations conform to their requirements for the use of load factors. (a) U 1.4 D (b) U- 1.2 D1.6 L+0.5 (Lor S r ..ACI Equation 5.3.1b (c) U-1.2 D + 1.6L (L, or S or R) + (L or 0.5W) ACI Equation 5.3.1c (d) U- 1.2 D+1.0 W+L+0.5 (Lt 1 or Si or R)ACI Equation 5.3.1d (e) U...
1.) According to the requirements of the International Building Code (IBC) as well as the values...
1.) According to the requirements of the International Building Code (IBC) as well as the values requires by ASCE/SEI 7-10, the following equations conform to their requirements for the use of load factors. (a) U 1.4 D (b) U- 1.2 D1.6 L+0.5 (Lor S r ..ACI Equation 5.3.1b (c) U-1.2 D + 1.6L (L, or S or R) + (L or 0.5W) ACI Equation 5.3.1c (d) U- 1.2 D+1.0 W+L+0.5 (Lt 1 or Si or R)ACI Equation 5.3.1d (e) U...
Column Design for Flexure and Compression Given: An exterior column supports vertical and wind loads Species and Grade: DF-L Select Structural Column Size 6x10 Wind load causes bending about strong axis Axial dead load, PD 5 kips Axial snow load, Ps 15 kips Uniform wind load, Ww-200 р.l.f. Column length, L 16 feet The column is not braced about either axis Column is pinned top and bottom, k 1.0 CM-1.0, Ct 1.0, Ci- 1.0 Design load combination to be considered:...
2. Design Wide flange column section only of A992 steel to serve as a pinned- end main member column 30 ft long to carry an axial compression loads in a braced structure, based on AISC LRFD method. The dead load is 50 kips A992 13-0" and live load is 70 kips. The member has strong axis direction supported at 17ft height from the bottom of the column. Dead load is 20 kips and live load is 40 kips. Assume the...
All given loads are service loads. A column in a building is subjected to the following load effects: 9 kips compression from dead load 5 kips compression from roof live load 6 kips compression from snow 7 kips compression from 3 inches of rain accumulated on the roof 8 kips compression from wind a. If load and resistance factor design is used, determine the factored load Note 2-1 (required strength) to be used in the design of the column. Which...
A column in a 2-story building supports loads from the second floor and the roof. Loads were calculated and are provided below: Roof Dead = 18,000 pounds Roof Live = 14,400 pounds Wind (down) = 36,000 pounds Wind (up) = 60,000 pounds Floor Dead - 32,000 pounds Floor Live - 39,000 pounds. Using applicable ASD load combinations (refer to Ch. 2 of your textbook), determine the following: a. The maximum axial compression load in pounds for the column supporting the...
Problem 2. Design and select an ASTM A992 (Fy" 50 ksi) W-shape column to carry an axial dead load of 140 kips and live lond of 420 kips. The column is 30 feet long, and is pinned top and bottom in both axes. In addition, the column is laterally braced about the y-y axis (local weak/minor axis of the section) and torsionally braced at the midpoint. Limit the column size to a nominal 14 in. shape, that is W14 shape...
1.) According to the requirements of the International Building Code (IBC) as well as the values requires by ASCE/SEI 7-10, the following equations conform to their requirements for the use of load factors. (a) U 1.4 D.. (b) U-1.2D+1.6L +0.5 (L+or S or R.)...ACI Equation 5.3.1b (c) U-1.2D +1.6L (L or S or R) + (L or 0.5W) ...ACI Equation 5.3.1c (d) U = 1.2 D + 1.0 w + L + 0.5 (Lr l or Sl or R) ACI...
1.) According to the requirements of the International Building Code (IBC) as well as the values requires by ASCE/SEI 7-10, the following equations conform to their requirements for the use of load factors. (a) U 1.4 D (b) U- 1.2 D1.6 L+0.5 (Lor S r ..ACI Equation 5.3.1b (c) U-1.2 D + 1.6L (L, or S or R) + (L or 0.5W) ACI Equation 5.3.1c (d) U- 1.2 D+1.0 W+L+0.5 (Lt 1 or Si or R)ACI Equation 5.3.1d (e) U...
1.) According to the requirements of the International Building Code (IBC) as well as the values requires by ASCE/SEI 7-10, the following equations conform to their requirements for the use of load factors. (a) U 1.4 D (b) U- 1.2 D1.6 L+0.5 (Lor S r ..ACI Equation 5.3.1b (c) U-1.2 D + 1.6L (L, or S or R) + (L or 0.5W) ACI Equation 5.3.1c (d) U- 1.2 D+1.0 W+L+0.5 (Lt 1 or Si or R)ACI Equation 5.3.1d (e) U...
Most questions answered within 3 hours.
-
A 2180-kg car is slowed down uniformly from 24.6 m/s to 5.2 m/s
in 3.32 s....
asked 11 minutes ago -
Jesse’s Machining is looking to buy a new machine to handle a
new four-year contract for...
asked 17 minutes ago -
5. A slide mount of a fungal specimen is prepared. A slide and
coverslip are flame-sterilized....
asked 19 minutes ago -
A parallel plate capacitor has a charge Q, plates of area A and
separation d, where...
asked 22 minutes ago -
This question goes along with my test results for a psychology
seminar. The results were the...
asked 23 minutes ago -
A calorimeter contains 35.0 mL of water at 13.0 ∘C . When 1.40 g
of X...
asked 27 minutes ago -
[The following information applies to the questions
displayed below.]
Arndt, Inc. reported the following for 2021...
asked 28 minutes ago -
Equivalent Units of Conversion Costs
The Rolling Department of Kraus Steel Company had 2,370 tons in...
asked 34 minutes ago -
Genetic differences between closely related species are due to
changes at both synonymous and nonsynonymous sites...
asked 40 minutes ago -
Assignment:
Implement an 8 bit register in VHDL/Verilog using Model Sim
software. Show two test cases...
asked 45 minutes ago -
Think about the published number of fatalities in the
September 11th disaster in New York. Why...
asked 42 minutes ago -
Suppose you are very allergic to peanuts or even grass, and you
go into anaphylactic shock....
asked 44 minutes ago