Project Name:Reinforced Concrete 8-Storey BuildingDapa, Surigao Del NorteSpecial Moment FrameLocation:Building Frame:Floor Height:Seismic Dead Weight each floor: 3500 KN3.5mRoof top:1500 KNSoil Type:Importance factor: 1Type DREQUIRED:a. Compute the design base shearb. Compute the horizontal force at each level of the building.(in table form)

Introduction- Any level of a building with a floor that people may use is referred to as a storey or…

Reinforced Concrete 8-Storey Building Dapa, Surigao Del Norte Special Moment Frame Project Name: Location: Building Frame: Floor Height: 3.5m Seismic Dead Weight each floor: 3500 KN Roof top: Туре D 1500 KN Soil Type: Importance factor: 1 REQUIRED: a. Compute the design base shear b. Compute the horizontal force at each level of the building (in table form)

Reinforced Concrete 8-Storey Building Dapa, Surigao Del Norte Special Moment Frame Project Name: Location: Building Frame: Floor Height: 3.5m Seismic Dead Weight each floor: 3500 KN Roof top: Туре D 1500 KN Soil Type: Importance factor: 1 REQUIRED: a. Compute the design base shear b. Compute the horizontal force at each level of the building (in table form)

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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Referenced concrete Number of student 1
A slab panel is carrying a superimposed dead load of 2.70 kPa and superimposed live load of 6.0 kPa all over the 4.0 m x 18 m light storage area. The slab is restrained. The concrete to be used has strength of 28 MPa (normal weight). The main reinforcement has yield strength of 350 MPa. Use concrete cover of 20 mm. The thickness uses a multiple of 10 mm. The main reinforcement used is 16 mm in diameter The shrinkage and temperature reinforcement used is 12 mm in diameter The unit weight of concrete is 23.6 kN per cubic meter. Using USD, Determine the spacing of 12 mm main rebar at the support.
1. A rectangular beam section is 10 in. wide and has a structural depth of 13.5 in. Reinforcement consists of two No. 8 bars. Given that the strength normal weight concrete is 4000 psi and there is NO shear reinforcement in the section, determine the nominal shear capacity allowed by the ACI Code. (5 pt) (Hint: No web reinforcement, so Vc = 8λ¸^(pw)¹/³√fcbwd shall be used).
ll中国移动 4G PN © 11:50 PM 75% 4 A spiral column with the diameter of 500 mm has the effective height of lo-4.0 m. The axial compressive strength of the concrete is f. - 14.3 N/ mm. The longitudinal steel bars are 6 22 with the yield strength ofS, - 360 N/mm. The spirals are 10@50 with the yield strength of f,- 270 N/ mm². If the concrete cover is 30 mm thick, determine the ultimate compressive capacity of the column.
A 250 mm x 500 mm prestressed beam has a simple span of 6m. The beam uses stress relieved tendons with specified strength f,y 1350 MPa and an effective an effective stress in prestressed reinforcement after allowable for prestress losses fe 760 MPa. The prestressed beam is not to be grouted (unbonded) after the application of the prestress. If the area of prestress reinforcement in tension zone is Aps = 1000 mm applied 70 mm above the bottom of the beam and f'c 35 MPa, determine the safe ultimate moment capacity of the beam. (kN-m)
In the design of shear wall system against wind load according to the NBCC, why does the evaluation of the internal pressure ? is not required? (1-2 sentences are allowed
The reinforced concrete cantilever retaining wall is made with 3000 psi normal weight concrete and reinforced with Grade 60 galvanized steel. the main reinforcement rests flexural stresses in the stem and is specified as #7 bars every 18 inches along the length of the wall. The distribution seal distributes stresses along the length of the wall and is specified as #4 bars at 12 I spacing. The concrete cover is 1.5 everywhere. Calculate the developmental length for the main reinforcement using the basic equation (ACI 318 -19: 25.4.2.4). Assume no transverse reinforcement Ktr-->0). Is the main reinforcement embedded deeply enough in the footing to fully develop its yield strength in tension?
If the elastic sag of the concrete member was 3 cm for the corresponding continuous load, what is the final total sag in consideration of additional long-term sag due to creep and dry contraction? (However, the load loading period is 10 years, and the compression reinforcement ratio p′=0.005)
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A floor slab 100 mm thick is cast monolithically with beams 250 mm wide 450 mm deep spaced 1.2 m on centers, on simple supports over a span of 5.0 m. The floor supports a service live load of 2.1 kPa. Using f.-21 MPa, rebar strength f, 415 MPa, calculate the following if a typical interior beam is reinforced with 3- 16-mm-dia. flexure bars at the bottom enclosed with 10-mm-dia. stirrups: 1. Nominal moment capacity (kN-m) of a typical interior beam in positive bending considering T-beam geometry. A. 96.66 C. 91.10 Maximum factored uniformly distributed load (kN/m) a typical interior B. 86.99 D. 81.99 2. beam can sustain against positive bending. В. 27.83 с. 26.23 D. 29.15 A. 30.93 3. Maximum service superimposed dead load in kPa. A. 17.73 C. 16.52 B. 11.08 D. 14.77
Problem No. 1A 250x450mm beam witha concrete cover of 40mm and stirrups of 10mm with fc' of 21Mpa and fy of 276Mpa. The reinforcement used has a diameter of 16mm. Calculate the following. 13. Calculate the clear spacing of reinforcements 20 KN/m 15 KN/m 23.889 kN 26.111 kN z (m)
XØD Question 1 of 1 Click to see additional instructions For C30 and S420, calculate positive moment capacity of the section. Your Parameters; Concrete Class (C) = C30 Steel Class (S) = 5420 klc = 0.82 Section Depth (H) = 550 mm Section Width (B) = 350 mm Clear Concrete Cover = 25 mm Stirrups = Ø10 Longitudinal Reinforcement (XØD) = 5Ø20 Your Answers; Moment Capacity (M_r) = kNm H