Solution? 3. Load TracingDetermine the Columns loads assuming:DL (decking, flooring, etc.) = 30 psfLL (occupancy) = 50 psfTotal Load = 80 psf1010GIOPENB-270'DECKING.DECKINGB-3EG2TYPICAL FLOOR FRAMING

The objective of the question is to calculate the column loads given the dead load, live load, and…

Answered: 3. Load Tracing Determine the Columns…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Prepare the details estimate for the following 2 roomed building epare BOG the foilowing WI w1 D2 3500 mm x 3400 mm 4000 mm x 3400 mm W1 D1 D1 -Door 1 1100mmx 2100mm D2 -Door 2 1000mmx 2100mm W1-Window 1 1200mmx 1200mm Roof height: 2.80m Consider bearing for lintel as RCC roof 170mm thick Lintel 0.15m thick 300mm 1 300 mm 750 mm 1000 mmm- 1200 mm ww 00s ww 00s 200 mm ww 00s
3. Load Tracing Determine the Columns loads assuming: DL (decking, flooring, etc.) = 30 psf LL (occupancy) = 50 psf Total Load = 80 psf 2 10⁰ A loi GI OPEN 7B-270 DECKING DECKING B-3 D 4-3 G2 TYPICAL FLOOR FRAMING
Q4. With the aid of sketches, critically discuss the installation of an independence type of scaffold system in building construction. The discussion should highlight the function of each component members of the system and necessary safety precaution that need to be taken during the installation.
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GIVEN: THE STRUCTURE SHOW is USED AS A HOSPITAL, WITH THE USE OF EACH FLOOR AS INDICATED. THE BUILDNG FLOOR AND RO0C COMPONENTS ARE LISTED; IGNARE THE WEIGHT OF EXTERIOR WALLS. 20' TYPICAL FLOOR: 1.5" TERRAZZO ON SLAB 3/4" SUBFLOOR 6" CONCRETE FLOOR DECK FLOOR BEAMS (1o PSF) MECHAMCAL DUCTS ACOUSTICAL FIBER CEILUNG RooF 30 LIGHT STOKAGE LEVELY PATIENT ROOMS LEVEL3 30 OPERATING ROOM5 LEVELZ OFFICE W/PARTITIONS LEVELI ROOF: ASPHALT SHINGCES RooF BEAMS (3 PSF) 20 GAGE mETAc DECK MECHANICAL DOCTS ACOUSTICAL FIBER CEIUNG PLAN VIEW ELEVATION VIEW FIND: A) THE RISK CATEGORY B) THE FLOOR DEAD LIVE ANO ROOF DEAD uVE LOMOS c) THE REDUCED UVE LONO ONA TYPICAL EPGE ANO TYPICAL CORNER COLUMN, IF ALLOWED ; FLOOR LOADS ONLY, NOT ROOF
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1. (a) Calculate the tributary area, AT, for column 2A in the 4th floor (i.e. the column supporting the roof) to be used in calculation of total roof live load on column 1A (note that "roof live load" is different than "floor live load"). (b) Calculate the tributary area, AT, for column 1A in the 2nd floor to be used for calculation of floor live load acting on the column. c) Calculate the tributary area, AT, for column 1B in the 1st floor to be used for calculation of floor live load acting on the column. (d) Calculate the influence area, AI, for column 1B in the 1st floor for floor live load. e) For a specified live load of p. = 40 psf, calculate the design floor live load, pz [psf], for column IB in the Ist floor using floor live load reduction from code (if allowed). () Using your answers from (c) through (e), calculate the axial force, P. [kip], acting at the top of column 1B in the Ist floor due to floor live load. (g) If columns are 16 in. x 16 in. in x-sect, typical floor beams…
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3. Load Tracing Determine the Columns loads assuming: DL (decking, flooring, etc.) = 30 psf LL (occupancy) = 50 psf Total Load = 80 psf 101 0 GI OPEN B-270 'DECKING. DECKING B-3 E G2 TYPICAL FLOOR FRAMING