Please help, I promise to give good feedback. Please do not just guess. Thank you! STRUCTURAL LOADS & LOAD COMBINATIONS1. The live loads for swine housing are obtained froma. PAES Volume 4c.Two of the aboveNone of the aboveb. NSCP Volume 1d.2. All of the following load/s is applicable for the design of manure storage tank except?a. Earth loadc. Live loadsb. Hydrostatic loadd. Rain loads3. Which of the following is/are considered a lateral load?a. Dead loadc. Rain loadb. Live loadd. None of the above4. Which of the following does not affect the wind load effect for a building?a. Building heightc. Wind directionb.Topographyd. Wind speede. None of the above5. It accounts for the ponding of water that accumulates in the roof.a.Roof Dead Loadc. Rain Loadb. Roof Live Loadd. Other Minimum Loads6. It is a method of proportioning structural components such that the design strengthequals or exceeds the required strength of the component based on statistical approach.a. Allowable Stress Designc. Two of the aboved. None of the aboveb. Load and Resistance FactorDesign

Q.01 Correction Option : C hog house, also called pigpen, building for housing swine, particularly…

Answered: STRUCTURAL LOADS & LOAD COMBINATIONS

Engineering

Civil Engineering

STRUCTURAL LOADS & LOAD COMBINATIONS

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Analysis/Design of Eccentrically Loaded Columns Using Interaction Diag. (35 pts-) Using the ACI column interaction graphs, select reinforcing for the short round spiral column shown in figure 2 iffc = 4000 psi, fy = 60,000 psi, Pu = 500 k, and Mu = 225 ft—k. In order to get fiJll credit print the interaction diagram(s) and clearlyr show your pg selection- Show your final results on a sketch.
Bucket: 8.5 lbBucket + concrete: 58.7 lbVolume: 0.265 ft3Density of Concrete: _____________lb/ ft3ASTM DESIGNATION: _____________
Compute the maximum combined loads using the recommended ASDexpressions from the AISC. D = 9000 lb, L = 5000 lb, Lr = 2500 lb, E = ;6500 lb
A column in the upper story of a residential building is subjected to a compressive load from the following sources: dead load = 35 kN, occupancy live load = 4.8 kN, roof live load = 21 kN, and rain load = 22 kN. 1. If load and resistance factor design is used, compute the factored load to be used in the design of the column. Which NSCP load combination controls? a. ?.?(?+?) b. ?.?(? + ? + ?) + ?.?(? + ?) + ?.?(?? ?? ?) c. ?.?? + ?.?(?? ?? ?) + (??? ?? ?.??) d. ?.?? + ?.?? + ??? + ?.?(?? ?? ?) e. ?.?? + ?.?? + ??? f. ?.?? + ?.?? + ?.?? g. ?.?? + ?.?? + ?.?? 2. What is the value of the required design strength of the column in Item 1? 3. What is the required nominal strength of the column in Item 1 for a resistance factor of 0.90? 4. If allowable strength design is used, compute the required load capacity to be used in the design of the column. Which NSCP load combination controls? a. ? + ? b. ? + ? + ? + ? + ? c. ? + ? + ? + (?? ??…
A column in the upper story of a building is subjected to a compressive load from the followingsources: dead load = 30.8 kips, occupancy live load = 1.7 kips, roof live load = 18.7 kips, and snowload = 19.7 kips.a. If load and resistance factor design (LRFD) is used, determine the factored load (requiredstrength) to be used in the design of the column. Which ASCE load combination controls?b. What is the required design strength of the column?c. What is the required nominal strength of the column for a resistance factor phi of0.9?d. If allowable strength design (ASD), determine the required load capacity (requiredstrength) to be used in the design of the column. Which ASCE load combination controls.e. What is the required nominal strength of the column for a safety factor Omega of 1.67.
The loading on the bookshelf is distributed as shown. Determine the magnitude of the equivalent resultant location, measured from point O.
Compute for Deadload and Live Load
Urgent please solve quickly. a = 10 , b = 7 solve this question about this information. Extra information: Take both loads 35 kN
Compute the maximum combined loads using the recommended ASDexpressions from the AISC. D = 10,000 lb,W = ;32,000 lb
Given: DL = 385 KN LL= 220 KN f'c = 28 MPa fy = 415 MPa Unsupported Length= 2.80 m K = 1.00 βd = 0.20 Required: Using 2015 NSCP specifications, design the column for the above loadings with details at the end of your design. Check for slenderness. a. Tied Column b. Spiral Column Include requirements for lateral ties and stirrups
Calculate the factored load using LRFD load combinations 1. Dead Load: Superimposed DL: 20 PSF plus Self-Weight TBD 2. Roof Dead Load: Superimposed DL: 10 PSF plus Self-Weight TBD 3. Live Load: First Level: 250 PSF (Assume no live load reduction.) 4. Live Load: Second Level: 100 PSF (Assume no live load reduction.) 5. Roof Live Load: 20 PSF 6. Snow Load: 25 PSF (Assume no drifting of snow) 7. Rain Load: 6-inches of standing rainwater (assume that roof drainage plan and scupper size and spacing will allow up to 6-inches of standing water on the roof during a 1-hour, 100-year storm event.) 8. Wind Load: In lieu of determining wind loading from the ASCE/SEI 7-16 wind procedure, assume a uniform wind loading of 25 PSF on the windward face of the building and 5 PSF of uniform wind loading on the leeward face (a negative (or suction effect) loading). On the roof, assume that downward wind loading will not govern on the roof, but check the roof for an uplift loading of 15 PSF of wind…
A column in the upper story of a building is subjected to a compressive load from the followingsources: dead load = 30.8 kips, occupancy live load = 1.7 kips, roof live load = 18.7 kips, andsnow load = 19.7 kips. Determine the factored load (required strength) to be used in the designof the column. Which load combination controls? What is the required design strength of the column? What is the required nominal strength of the column for a resistance factor of 0.9?