Question

A column in a 2-story building supports loads from the second floor and the roof. Loads were calculated and are provided belo

0 0
Add a comment Improve this question Transcribed image text
Answer #1

a) & b) Dead Load, 18 kips D 0 kips Floor Live Load, 14.4 kips Roof Live Load, Snow Load, 0 kips O kips S Rain Load, R Wind Lc) Dead Load, (=18+32] 50 kips D - Floor Live Load, Roof Live Load, 39 kips - 14.4 kips L, = Snow Load, Rain Load, 0 kips 0 k30 kips (Maximum) 106.3 kips DESIGN LOAD = 6 kips (Minimum)

Add a comment
Know the answer?
Add Answer to:
A column in a 2-story building supports loads from the second floor and the roof. Loads...
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for? Ask your own homework help question. Our experts will answer your question WITHIN MINUTES for Free.
Similar Homework Help Questions
  • Column Design for Compression Given: A column supports vertical loads Species and Grade: DF-L Sel...

    Column Design for Compression Given: A column supports vertical loads Species and Grade: DF-L Select Structural Column Size 6x10 Axial dead load, PD 5 kips Axial snow load, Ps 15 kips Column length, L = 16 feet The column is not braced about either axis The column is pinned top and bottom, k 1.0 CM = 1.0, Ct = 1.0, Ci = 1.0 Design load combinations to be considered: D+ S Find Determine the allowable axial load for each of...

  • 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 floor beam supports the following loads. Determine the load diagrams for the various (7) loac combinations DL= 1...

    A floor beam supports the following loads. Determine the load diagrams for the various (7) loac combinations DL= 1.15k/ft LL- 1.85 k/ft (horizontal) = 15k Eh-20 k Ev=.3k/ft CE Load Combinations Factored Loads from ASCE 7one in terms of pla (Strength Design Method) Ldesign 1.4D Ldesign 1.2D +1.6 L + 0.5 (Lroof or Snow) Ldesign 1.2D +1.6 (Lroof or Snow) + (.5L or .8 Wind) Ldesign = 1.2D + 1.6 Wind +0.5 L+ 1 2. 3. .5(Lroof or Snow) 4....

  • The plan view of a typical floor of a four-story heavy storage facility is shown below. The floor and roof live load is...

    The plan view of a typical floor of a four-story heavy storage facility is shown below. The floor and roof live load is 250 psf, and the dead load on all foors and the roof consists of the structure self-weight plus 10 psf for utilities. W 12:96 beams are spaced at 12 ft; w 18x106 reinforced one-way concrete floor/roof slab is 8" thick, each story is 12' high, and the reinforced concrete columns have a 14" x 14" cross-section girders...

  • 1. For the building shown below, calculate the dead load, reduced live load, and maximum design...

    1. For the building shown below, calculate the dead load, reduced live load, and maximum design load per IBC 2012, LRFD load combinations. Beam loads should be in plf, column loads should be in kips. [To be done by hand.] Note: It is acceptable check only equations 16-1 and 16-2 of IBC 2012. a. Beam I b. Веam II olumn A/3-supporting 1 story d. Column B/2- supporting 1 story C e. Column B/2-supporting 4 stories Given loading: Dead Load 60...

  • Show your solutions and choose the letter of the correct answer. Thanks Situation 5-A three-story building...

    Show your solutions and choose the letter of the correct answer. Thanks Situation 5-A three-story building han interior columns spaced om spart in two perpendicular directions Given Design Londs: Roof DL = 5.0 kPa Floor DL (typical each floor) - 7.0 kPa Roof LL = 0 3rd Floor LL - 2.4 kPa 2nd Floor - 6.0 kra in accordance with NSCP previsions, reduced design floor live load, - LO 10.25 +4.57/Vai) where: Lo – unreduced lave load Ai influence area...

  • 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:...

  • 6. The figure below shows the floor framing plan for an office building. The roof has the same fr...

    6. The figure below shows the floor framing plan for an office building. The roof has the same framing plan as the floor. Select a W12 section for Column C1 in the first floor and assume the same column will be used for Column C2 in the second floor. Floor loads (applied on the 2 floor; dead load of 200 psf and live load of 300 psf Roof loads (applied on the roof: dead load of 100 psf and roof...

  • Objectives: At the end of this examination, students will be able to: 1. Apply the live...

    Objectives: At the end of this examination, students will be able to: 1. Apply the live load reduction provisions in ASCE 7-10 or IBC 2012 2. Apply the load combination requirements of ASCE 7-10 3. Apply the concepts of determinacy and stability to simple structures 4. Draw the shear and bending moment diagram for beam members 5. Determine member forces in a simple truss 6. Determine beam slope and deflection using the moment-area method Problem 1 Load Combinations (10 pts.)...

  • is the second floor of a four-story building. a flat Consider the floor framing plan shown...

    is the second floor of a four-story building. a flat Consider the floor framing plan shown below. Thi The design floor live load is 90 psf. The design roof live load is 20 psf. The structure has roof G1 G4 /2 G2 GS 2o G3 FLOOR FRAMING PLAN Assume that the floor between Beams B7 and B8 is supported directly by these two beams only (not by Girders G2 and G3). Beam B7 has a self-weight of 30 plf. The...

ADVERTISEMENT
Free Homework Help App
Download From Google Play
Scan Your Homework
to Get Instant Free Answers
Need Online Homework Help?
Ask a Question
Get Answers For Free
Most questions answered within 3 hours.
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT