3 m3 m3,7mGiven reinforced concrete Hospital Building (framed structure) is going to be constructed at thelocation of MSKU (Coordinates:37.1622; 28.3738). Determine the seismic loads of each storey levelby using Equivalent Earthquake Load Method.StoreyDL (kN)LL (kN)1st24005402nd19005403rd5401600

Answered: 3 m 3 m 3,7m Given reinforced concrete…

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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Calculate the Load distribution of slabs to beams 2, 3 and A using 10kPa load multiplied by the tributary width. Yellow represents columns. Red represents beams.
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A 6 storey reinforced concrete building, with a floor to floor height of 4.4m is stabilized by shear wall as with a stiffness, Ecdlc, of 326,779,492 kNm² in the transverse direction. Calculate the maximum vertical load, FV,Ed, in KN that can be applied to the building without it becoming sensitive to second order effects in the transverse direction. It can be assumed that the shear walls are cracked.
Use the ASCE 7 equations for building vibration period and base shear and calculate the design base shear for the following building. Building information: Building height:Location:Function:Total building weight:Structural system: 160-ft tallSanta Monica, CA (Seismic Design Category E)Hospital (Importance factor, I =1.5)7,400 kipsSteel eccentrically braced frame (R= 8)
For each of the building properties listed below, identify which parameter from the base shear equations shall apply. Building occupancy and function Seismic Base Shear In accordance ASCE-7 code, buildings must be designed to withstand lateral forces that are generated during a severe earthquake. The minimum required design force is given in several equations. Design Base Shear, V= C, W Seismic response coefficient, C,, is the smaller value from two equations: In these equations: C₂ = C₂ < Sp! R Spy R Sor & Spare Seismic Acceleration Parameters from USGS maps is Importance Factor Tis Period of Vibration, (depends on building height & must be calculated) Ris Response Modification Factor from ASCE Table Wis the Effective Seismic Weight of the building. SD1 and SDs, seismic acceleration parameters R, response modification factor I, importance factor T, period None of these
B5
Concrete overhang beam is to support the concrete slab w/ tributary width 2.70 m. The beam also supports a 3.20 m height of 100 mm thick portion wallunit weight of concrete = 2.4 kN/m³ Determine the maximum fiber Stresses (in tension and compression) developed in the beam due to the dead loads.
An five-Storey Hotel is to be designed using a two-way slab supported by 400mm x 650mm monolithic beams on the beam-column lines, having a slab dimensions of 5.85m x 7.25m center-to-center spacing. A supper imposed Dead load of 4.55KPa for partition and Live loading of 15.68KPa is specified. Find the required slab thickness, using the steel ratio of approximately 0.0151 maximum, and design the reinforcement for a typical exterior-edge panel (two-sides without continuous slab). Detail the reinforcement, showing size, spacing, and length of rebars. All straight bars will be used. Material strengths will be f’c= 21.5MPa and fy =275MPa. Use combination: 1.2 DL + 1.6 LL. Use the moment coefficient method.

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