Problem 3: The accompanying illustration shows the arrangement of beams and girders that are used to support a 6-in reinforced concrete floor for a small industrial building. Design the beams and girders assuming that they are simply supported. Assume full lateral support of the compression flange and a live load of 120 psf. Concrete unit weight is 150 lb/ft' and Fy 50 ksi. %3D -エエーT Column Girder Beam Note: Floor continues on all sides *-エ 3 at 15 ft = 45 ft y SE

Problem 3: The accompanying illustration shows the arrangement of beams and girders that are used to support a 6-in reinforced concrete floor for a small industrial building. Design the beams and girders assuming that they are simply supported. Assume full lateral support of the compression flange and a live load of 120 psf. Concrete unit weight is 150 lb/ft' and Fy 50 ksi. %3D -エエーT Column Girder Beam Note: Floor continues on all sides *-エ 3 at 15 ft = 45 ft y SE

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: under the following boundary conditions (x = 0, y = 0); (x = L, y = yMax). what kind of beam is…

A: Beams can also be described with their boundary conditions. In the given question, When x=0…

Q: Consider a single 4.0-meter span length concrete slab to be supported by both sides with the RC beam…

Q: SITUATION 2. A spiral column 600 mm in diameter has an unsupported height of 2.4 m. The column is…

A: since which question to be solved is not given i will assume to solve only 1st question here,given…

Q: Ultimate Strength Design 1. A simply supported beam having a span of 7.5m carries a uniform dead…

Q: Determine the numbers of rebars required for a RC beam (h=400mm, b=700mm) carrying a factored moment…

A: Given b= 700 mm h= 400 mm Cc = 40 mm, db = 20 mm , ds = 10 mm Characteristic strength of…

Q: A rectangular beam has a width of 300mm and an effective depth pf 537.50mm to the centroid of…

A: Given:width, b = 300mmEffective depth, d = 537.50mm6-28 mm tensile bar in two rows2-22 mm…

Q: II. Design a reinforced concrete beam to carry a service live load of 10kN/m and dead load of 6kN/m…

A: Reinforced concrete beam : Reinforced concrete beams are structural elements designed to carry…

Q: A column in the upper story of a building is subjected to a compressive load from the following…

A: D = 308 kNL = 170 kNLr = 187 kNW = 197 kN To determine:a) factored loadb) Required design strength…

Q: e concrete girders shown in the photo of the passenger car park- 3 garage span 30 ft and are 15 ft…

A: The dead load due to slab thickness will be: D=5"-(1/12)*150=62.5 lb/ft2 The live load=50 lb/ft2 The…

Q: What is the collapse load of beam as shown in figure? A B 10Mp L 12M₂ L 3M, 1/2 W C D M₂ 1/2 16Mp L…

Q: iv. What is the girder average weight (in pounds per sq ft)? e. Write the calculated average weights…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: 4. Given the following properties of T-beam Effective flange width (b).......1200 mm Width if the…

Q: Problem 1: Determine the allowable service live load, PL assume the dead load is due to the beam…

A: The service load PL is required.Given, Width, b = 10"Effective depth, h = 25"The span length, L =…

Q: Check the following reinforced concrete beams for bending. The beams are on a simple span of 26.5ft.…

A: Loading : 3.20 kip/ft live and 1.80 kip/ft dead excluding beam weight. L = Simple span length =…

Q: Seatwork No. 1 1 whole yellow sheet of paper or bond paper A rectangular beam having a 7-m simple…

A: Given:- The span length of the beam = 7 m The superimposed dead load = 28 kN/m The live load = X =…

Q: 3. Load Tracing For the framing plan below, find out the reactions of the beams and girders shown in…

Concept explainers

Sizing Joists and Rafters

In civil engineering and building construction, joists and rafters are the major components including beams and columns. Almost every structural construction including buildings, skyscrapers, bridges, commercial complexes, and so on makes use of joists and rafters to provide structural integrity to the building. Joists are primarily thick long pieces of metals, concrete, or wood that are used to support the floor and ceiling. On the other hand, rafters form the major component of pitched roofs, which are a series of sloped long pieces extending from a ridged area that makes contact with the plane area of the wall. They account for the load-bearing of the building along with the beams.

Question

Problem 3:
The accompanying illustration shows the arrangement of beams and girders that are used to
support a 6-in reinforced concrete floor for a small industrial building. Design the beams and
girders assuming that they are simply supported. Assume full lateral support of the compression
flange and a live load of 120 psf. Concrete unit weight is 150 lb/ft' and Fy 50 ksi.
%3D
-エ-
エーT
Girder
Column
Beam
Note: Floor continues
on all sides
*-エ
3 at 15 ft = 45 ft

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

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 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

The uniformly distributed live load on the floor plan in the figure given below is 65 lb/ft². Consider the live load reduction if permitted by the ASCE standard. A (B) B2 G3 -6 @ 6.67' = 40- I B4 G4 B1 40' G1 C2 G2 C3 Establish the loading for girder G3. The loading (P) for girder G3 is [ B3 20' kips. (3) 2 @ 10' = 20' I+ 5 @ 8'=40'
Need right complete solution
Show step by step, please Determine the factored uniform line load, wu, acting on girder HK.
Consider the following framing plan below. Squares labeled A through L are columns. All girders have rectangular sections with width 300 mm and depth 600 mm. Slab thickness is 125 mm. Superimposed dead load for the entire floor is 2.95 kPa and live load for the entire floor is 4.8 kPa. For self-weight of the floor system, use unit weight of RC of 23.6 kN/m3. a. Considering continuous girder DEF, determine the maximum factored positive & negative moments Mu (+) & Mu (-), as well as the factored shear Vu that should be used for the design of the said girder. Use ACI moment & shear coefficients to draw the factored shear & moment diagram of the said girder.
Problem: Using WSD & USD, design the midspan reinforcement of stringer (B-3) for the second floor of a 3-storey residential building shown below. Use 20.7MPa compressive strength of concrete @ 28-days and grade 40 reinforcing bars. Use Ye= 24.5 KN/m³. Design the stringer as rectangular beam. Assume simply supported. 450mm 250mm 250mm, 450mm Superimposed Deadloads = 2.70 KPa Stirrups - 10mm Main bar = 25mm 350mm B-4 STAIRWELL B-1 250x400mm S-3 B-3 250x400mm S-4 3096 mm 350mm B-4 350mml Stringer Section 2096 mm 3596 mm 2096 mm 700mm
Design the T and L beams that are used for a roof system to cover a floor plan dimensions of 26 ft X 60 ft. The floor system consists of 5 in. thick slab supported by T and L beams at the end. Clear span for beams is 25 ft and they are spaced at 14 ft center to center. Live and external dead load on slab are 100 psf and 15 psf respectively. Compressive strength of concrete is 4,000 psi and yield strength of steel is 60,000 psi. Width and thickness are 14 in and 28 in respectively for both T and L beams.
The concrete beam shown is reinforced with 3 #9 bars. The clear cover is 1.5 in. Throughout and #3 ties are used. If 4 ksi concrete and 60 ksi steel are user the design moment strength will be most nearly 200, 230, 260, 290, or 320 kip-ft?
Give me right solution with clear calculations
I need the answer to the question in reinforced concrete
30" Design the reinforcement for the T-beam in the middle which carries a live load of 200 lb/ft². The length of the beam is 25 ft. In your design assume concrete with a compressive strength of 3,000 psi density 150 lb/ft³ and Grade 60 Steel. 27" 12" 10'-0" 12" 10'-0" 12"
Problem 2: Determine the allowable service live load, WL on a cantilever beam assume the dead load is due to the beam weight f'c = 4 ksi, fy= 60 ksi, Dc= 150 pcf. 5" 25" 4-#8 10" 10" W₁ ▼ ▼ 10"
QUESTION 1A concrete floor slab measuring 6 m x 3 m is simply supported on one side brick load-bearing walls along the 6 m sides. The concrete slab is 200 mm thick and reinforced at the bottom as follows. a. Main reinforcement (short span i.e the bars are parallel to the short span), Y12, shape code 34 @ 125 mm centre to centre,b. Distribution reinforcement (long-span i.e the bars are parallel to the long span), Y 10, shape code 20 @ 300 mm centre to centre,c. Concrete cover, 30mm,d. Concrete strength, 40MPa. Draw the reinforcement layout for this slab, in plan and section, indicating all thereinforcement and necessary information required by the contractor. Calculate and indicate the number of bars required on your drawing. You do not need to calculate the bar lengths and the curtailment. Neat drawing please