Design the simple supported interior T-beams for flexure if the floor service dead load (including self-weight) is 80psf and floor service live load is 50psf. Symnetrie about this line 6 in. 12 in. 25ft 18 in. 12ft 12ft 12ft f'c = 4.5ksi, fy = 60ksi, #4 stirrups, 1.5" concrete cover %3D

Design the simple supported interior T-beams for flexure if the floor service dead load (including self-weight) is 80psf and floor service live load is 50psf. Symnetrie about this line 6 in. 12 in. 25ft 18 in. 12ft 12ft 12ft f'c = 4.5ksi, fy = 60ksi, #4 stirrups, 1.5" concrete cover %3D

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

See similar textbooks

Related questions

Q: 2. The compression member shown is pinned at both ends and supported in the weak direction at…

A: Given -

Q: A beam having a width of 350 mr a depth of 600 mm carries a deac of 21 kN/m (including its own w and…

Q: Determine the allowable ultimate axial load on a rectangular short tied column 12 by 18 in. (300 by…

A: Given: Dimension of rectangular short tied column = 300 x 450 mm Number of reinforcement bars = 6…

Q: A rectangular beam (b=250mm, h=400mm) having 5m span is simply supported on both ends. Use f’c = 28…

A: The simply supported beam is a horizontal member of the building or structure. It can use to…

Q: A simply supported beam having a span of 7.5m carries a uniform dead load of 16 KN/m and a live load…

A: Given Data:Span L =7.5mDead Load = 16kN/mLive Load =…

Q: A 300mm by 450mm rectangular beam carries a uniform ultimate load and concentrated load as shown.…

Q: 3. Given the following information, determine the maximum permissible axial load in the square…

A: Given:- The longitudinal reinforcing bars = 4-#10 bars The yield strength of the steel = fy = 60 ksi…

Q: 23: Calculate the maximum concentrated live load for the beam shown in the figune below. Based on…

A: Beams and columns are two significant sorts of underlying components that assume a critical part in…

Q: Design the beam for flexure using the maximum moment. Assume b=300mm, h=425mm, cc=40mm, stirrups…

A: b=300 mmh=425 mmcc=40 mmstirrups diameter=12 mmd=425-40-12-(282)d=359 mmTension bar diameter=28…

Q: Determine the factored axial load for the short, spirally reinforced circular column according to…

A: Solution-f'c = 27.6 Mpa fy = 420 Mpa b = 350 mm h = 650 mm (assume)To Determine The factored…

Q: H.W1 : An 2.44 m span cantilever beam has a rectangular section and reinforcement as shown in…

A: Given L=2.44m=8ft DL=2kNm=1.5kips/ft LL=1.22kN/m=0.90k/ft Fy=414MPa=60ksi Fc=27.58Mpa=4ksi…

Q: 1. A simply supported beam having a span of 7.5m carries a uniform dead load of 16KN/m and a live…

Q: An exterior T-beam has a clear simply supported length of 6.75m. It has a clear distance to the next…

Q: Select the lightest available W10 section to support the axial compression dead load of 444 kN and…

Q: 3. Select a W6 purlin for a roof system whose trusses are 5m on center and sag rods are used at the…

Q: لما اننا A A < 10m ADE C C₂ 6 KN ↑ 10m B

A: Free body diagram:- A free body diagram, also known as a force diagram in engineering, is a…

Q: Ex.3: A 2.4m span cantilever beam has a rectangular section of b=200mm and d= 390mm with 3 bars of…

A: Given data: Length of the beam = L = 2.4 m Width of beam = b =200 mm Effective depth of beam = d…

Q: T-beam section is to be designed to support an ultimate moment of Mu=600kN.m with compression in the…

Q: ips. The load can be as much as 12 in. off the axis of the

A: given that A 20 ft long rectangular beam , free standing except for being fixed at each end .…

Q: 1. Design a column base plate to support an axial load of 1000 kN. Fp = 0.25fc, Fy = 248 MPa, fc =…

A: The question is based on the column in the shape of the I section. The axial load on the column,…

Q: A rectangular beam simply supported over span 4m has b=280 mm, d= 500 mm, As = 3025, Use fc' = 25…

Q: A triangular beam having a base width of 390 mm has a total depth of 783 mm. It is reinforced with…

A: Given values, Base width B = 390 mm Height , d = 783 mm Unit weight of concrete = 24 KN/m3 fIc…

Q: An axially loaded tied column must sustain the following service loads: - 1,000 kN - 1,600 kN Total…

Q: Design a bearing plate to distribute the reaction of a W21 x 68 with a span length of 15 feet 10…

A: The given data is shown below: W 21×68Span=15 feet 10 inchesService load=9 kips/ftf'c=3500…

Q: A simply supported beam has a span of 7m, fc=10MPa, fs=150MPa, n=8. Assuming weight of concrete to…

A: Given Data:L=7mfc=10mpafy 150mpan=8wt of concrete = 2400kg/m3.b=300mmd=500mmr/f tension= 5-25mmϕr/f…

Q: r part (a) above, and compare it to the allowable live load deflection of L/360. C Specifications…

Q: A doubly reinforced beam with b=250mm, h-500mm, cc=40mm, d'=60mm, stirrups-10mm, fc'=21Mpa,…

Q: Q5/ For the floor system shown in fig. Answer the following:- 1-Determine the ultimate bending…

A: Hello dear student , as per bartrlby guidelines i solved the problem and i hope this answers is…

Q: Find the maximum end moment capacity of a simply supported beam with W24 x 55 section, where Lb= 150…

A: Answer Let us first calculate Lp and Lr Lp = 1.76ryEFy Lp = 1.76*1.34*2900036 Lp = 66.94 in Lr =…

Q: A beam having a width of 350 mm and a depth of 600 mm carries a dead load of 21 kN/m (including its…

A: b=350 mmd=600-75= 525 mmwd=21 kN/mwl=30 kN/mfy=400 MPaf'c=21 MPaL=6 m

Q: A rectangular beam has b 300mm and an effective depth of 490mm. Concrete compressive strength fe =…

A: Note - factored loads are not mentioned to consider. So beam is designed for maximum moment value as…

Q: Calculate the design moment strength PMn for one of the T beams if f'c = 5000 psi, fy = 60,000 psi,…

A: The given values are as follows ,f'c=5000psify=60000psiSection has 24ft To determineThe design…

Q: A 20-ft long rectangular beam, free-standing except for being fixed at each end against rotation,…

A: Given:- l=20 ft live load=35kips b=12 in d=20 in h=23in fy=60000psi f'c=4000psi To find:- shear and…

Q: An 11-foot long reinforced concrete cantilever beam is limited in the cross-sectional dimensions tob…

A: The superimposed dead load=Dead load UDL=1.5 k/ft live load UDL=2 k/ft The dimensions are: b=14 in…

Q: 2. A stadium roof is loaded as shown. Determine the force in the member EA. EF and FJ. Use method of…

Q: A rectangular cantilever beam shown supports its own deadload plus a factored concentrated load Pu…

Q: A 300mm by 450mm rectangular beam carries a uniform ultimate load and concentrated load as shown.…

A: Only left reaction is calculated as asked.

Q: SITUATION A: The floor system shown has the following applied loads. Super Imposed Dead Load =…

A: 1. Find Factored load w : Factored load is given by ; w = 1.2 wd + 1.6 wL where ; Total dead load…

Q: A simply supported beam has a width = 14", height of 27 concrete cover = 3", depth = 24, f'c-3ksi…

A: Question is based on reinforced concrete simply supported beam .Dimension's of beam and shear load…

Q: Question 2) dead load (D = 70 psf, self-weight not included), a roof live, snow, or rain load (L, or…

A: Given data: Self weight = 50 lb/ft for W12x50 Since tributary width = 8 ft, Dead load, D = 50 + 70 *…

Q: A rectangular beam having dimensions: b = 300mm and d = 550mm, spans 6m face to face of simple…

A: The given data is: Load=D.L+Service live load =23.8+47.6 =71.4 KN/m The self-weight of…

Q: The beam below has top bars at Point A of 4-25mmp bars and 3-25mmørebars near the midspan of Span…

Q: a simply-supported rectangular concrete beam with a width of 300mm wide, 600 mm total depth, and a…

A: Given b= 300 mm D= 600 mm fc= 28 Mpa fy= 415 Mpa

Q: The given plan below shows a 2-way floor system carried by 1-story 2-bays frame system as shown in…

A: Solution Note= you asked multiple questions. I only solve I Part for You

Q: Determine the maximum safe service live load that the beam can carry if the service dead load is 12…

Q: A simply supported beam 300 mm wide, 500 mm deep and spans 5.2 m supports a service super imposed…

Q: Design an angle iron purlin for a roof having a slope of 26° with the horizontal. . The trusses are…

Q: The pre-cast T-beam has the cross-section shown. Determine its weight per foot of length if it is…

A: The area of flange will be: Af=tf*wf Here tf=8 in wf=15+6+6+6+15=48 in Af=8*48=384 in2

Q: A В C h = 4 in 24 in 24 in 32 in 108 in 130 in 180 in 12 in 12 in 16 in 5. What is the shear…

A: Given data Beam A with #3 single legs spaced at 24 in. Stirrups grade = 40 2 layers of #8 bars .…

Question

Help its urgent

Design the simple supported interior T-beams for flexure if the floor service dead load
(including self-weight) is 80psf and floor service live load is 50psf.
Symnetrie
about this line
6 in.
12 in.
25ft
18 in.
12ft
12ft
12ft
f'c = 4.5ksi, fy = 60ksi, #4 stirrups, 1.5" concrete cover
%3D

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step 6

Step 7

Step 8

Trending now

This is a popular solution!

Step by step

Solved in 8 steps with 21 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

2010-biT REINTORCED CONCHSTE Homework3 Design the Inverted T-beam shown in the following floor system for both positive and negative moments, then druw the detailing showing the top and bottom reinforcing sleel bars • The columns are masonry construction Additional Dead Load (Superimposed DL) - 2.5 KN/m Live Load: 4 kNm Slab Thickness : 150 mm f21 MPa , ty 420 MPa 3.0m of 9.0m 3.3m 40m 4.0m Ao 4.0pm 4.0m 40m SECTION 1-1 CRY 407 ENGINEERING DEPARTMENT
Need complete and elaborate solution Using ASD, check the adequacy of the base plate (PL400x350x19 mm) centered on a W12X152 column as shown. It is resting on a concrete pedestal that is 450 mm x 400 mm. The loads are PDL = 600kN and PLL = 320 kN. Use A-36 steel and concrete fc’=20 MPa.
A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The beams are spaced at 7 feet 6 inches, and the span length is 30 feet. The superimposed loads are as follows: construction load = 20 psf, partition load = 10 psf, weight of ceiling and light fixtures = 5 psf, and live load = 60 psf, A992 steel is used, and fc=4 ksi. Determine whether the flexural strength is adequate. a. Use LRFD. b. Use ASD.
Q # 2. Design an interior span slab of a concrete floor system with the following description: Span = 10 m Imposed dead load= 766 N/m² Live load= 4788 N/m? fc'= 27.58 MPa fy = 413.64 MPa (CLO2-C5/PLO3) (15)
22² 12" 4#8 NWC. fe= 3000 psi, Grade 60 steel Mer=? (b) If M=50 (c) & Mn = ? ft-kips fc & fs = 1
A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with d-20-mm-dismeter bars and at the top with 2-16-mm bars. Concrete cover to bar centroid at the top is M0 mm and at the bottom is 70 mm. Use concrete strength r'e-21 MPa und steel yield strength fy 415 MPa for 20- mm bars and fy= 275 MPA for 16 mm bars Detenmine the design moment capacity n kN m of the beam in negative bending. A 40.06 O45.07 C. 42.70 D47.55
(Ex) Design a singly reinforced concrete beam. f = 3 ksi, fy = 60 ksi, %3D P, = 10*, P 8*, W 1.0 k/ft, Wp = 1.5 k/ft (w/o self wt.), Pinitiat = 0.184 Assume Interior Exposure. P 18'-
Water tank Sth Floor Ath Floor 3rd Floor 2nd Floor 1st Floor Column C1 Ground Floor Figure la. (3D View) Secondary beam Column C1 Activate 1 Go to Settin Figure 1b. (Plan) 6.2 Span L" in metre Height (H1) in metre Live Load on the slab (kN/m2) WKN) E (Concrete) MPa E (Truss) GPa 3.135 7.68 28.00 276 186 Slab thickness in 'mm' 162 4814 Truss Area (mm2) Q2. Moment Distribution Method (Continuous Beam) For continuous beam CDEF. a) Find the degree of Indeterminacy. b) Using Moment Distribution Method, Draw B.M.D and S.F.D and find reactions at all supports.
t 4#9 1) fé= 5000 psi r Grade 60 steel; 4 #9 Rebars, 5-9" t 4#9 NWC, 5-9" L = 25 ft & Mn = ? 4#9 14" $ 21" #3" Simple span 39
Architectural considerations of a certain non-structural element requires an upright triangular beam section with the following design cross section: Width of Base, b 300 mm Overall Height, H = 450 mm Effective Depth, d 400 mmUse NSCP 2010 Provisions, f'c = 21 MPa, fy 345 MPa (A). Determine the no. of pcs. 16mm dia, bars at balanced strain condition. (B). Determine the no. of pcs. 16mm dia, bars for maximum steel requirement of code for tension control. (C). Determine the factored strength of the section if reinforced with 3-16mm dia, bars.
28" I 28" 3,5 1 16" hf=3.5" beam span = 12 ft-k Mu= 700 16" ft 16" 5' bw=16" T-beam works. 3,5" 16" check if 8#9. for the * fé= 3000 psi NWC. As = 8 #9 Grade 60 steel.
Situation #2 A concrete co lumn has a diameter 4 300 mm. The column has 6 6teel rinforcing bars. Each renforcing bar has a crocs-sectiomal area 4 J0o mm2. The column is I150m lorg and has a load 17 1,370 kn applied to a igid steel plati af the top y the column. The plati distributes the load evenly over the 4 the co lumn.) tumn) top E,- 300 GPa ard Ec=arGPa Find the sfress in the &feel ard in the concrete ard the defomation urder the load.