Trace the load, draw FBD and calculate support reactions for the following elements: Beam B2 Beam B3 Girder G1 Loads:Quarry tile = 5 psfConcrete slab = 12.5 psf per inch of thicknessMetal decking - 2.5 psfSuspended acoustical ceiling = 1 psfFireproofing of steel decking/framing = 1 psfBeam self weight = 40 pounds per lineal foot (plf)Girder self weight = 60 plfBeam B-1(a) Isometric view of partial steel framing arrangement12Concrete slabon steel deckingGirder G-1ITIGirder G-212Beam B-2Beam B-3G-1Girder G-312Beam B-4(b) Partial floor framing - office structureCol. ABeam B-2Girder G-1Beam B-3Girder G-1 (partial framing)Steel deckConcrete slab(4" ave. thickness) Corrugatedsteel deckConcretefloor slab-Girder G-1Col. BSteel floorbeam B-4Section A @ Girder G-1Steel floorbeam B-2Section B @beam B-2

Answered: Image /qna-images/answer/a9935388-cca7-47d3-8043-3847f80b8755.jpg

Answered: Trace the load, draw FBD and calculate…

Engineering

Civil Engineering

Trace the load, draw FBD and calculate support reactions for the following elements: Beam B2 Beam B3 Girder G1

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: Determine the slope at A and the maximum displacement at C. Use using the conjugate-beam method EI…

A: EI = ConstantDetermine the slope at A and maximum displacement at C using conjugate beam method.

Q: X₁ = 22.79+ |X₂= 60-x₁ 37-21 Z am AV 22-79 X) 37.21 1X ₂ 50 kN/m 60 o 3 15m BY B BH LOWEST POINT…

Q: Determine the magnitude and direction of the resultant force for the following forces acting on a…

A: Given Data,To find the resultant force for the given force system,At 60°, a 30 N force acts in the…

Q: PROBLEM 11.1: Design a simply supported one-way solid slab with a span of 4m subjected to service…

Q: In the figure shown below, it is desired to pump 3,177,640 lit/ day of water from a stream to a…

A: Flow rate, Elevation of A, Elevation of B, Pump efficiency, Electricity cost, To find:

Q: From the given cable shown. Determine the maximum tension in the cable in kips if: Let w = 39…

Q: How does shape and surface texture of aggregate effect workability, water requirement, and bond in…

A: Concrete is a combination of cement, aggregate, as well as liquid. Aggregate, typically makes up 60…

Q: What are the gravimetric water contents just before and just after irrigation

Q: Draw the shear diagram for the beam.

Q: Design a rectangular tied column subjected to: P₁ =1150 kN with e,-0.4 m and e,-0.2 m Take fy=414…

A: Pu = 1150 kNex = 0.4 mey = 0.2 mfy = 414 MPafc = 28 MPa

Q: 1. A continuous footing is shown in the figure below. Using Terzaghi's ultimate b.c. equation and…

A: = 112 pcf c' = 450 psf = 22o Df = 4ft B = 3 ft FS = 3 NOTE : As per guidelines, first question is…

Q: Problem 9 3-14. The rigid pipe is supported by a pin at A and an A-36 steel guy wire BD. If the wire…

Q: A temporary, 2 lane road is to be built connecting the 2 westbound lanes of Highway 1 near Tompkins,…

A: Two primary forces are involved when a car curves: the centrifugal force, which tries to drive the…

Q: Fluid flows at the rate of 0.272 m/s in a 925 mm diameter pipeline 588 m. long. Specific gravity of…

A: V = 0.272 m/s D = 925 mm or 0.925 mL = 588 m f = 0.012

Q: Hi, did you show calculations for the moment diagram of the frame you drew?. Did you show to the…

A: End moments taken from previous solution yeah It very simple I will give you the proper bending…

Q: Please answer with a complete solution. Thank you! The roof truss is supported by a hinge at A and…

A: Determine the support reaction at A and B.

Q: Using the method of areas or the method of sections, determine: -Support reactions (Rax, Ray) -Draw…

Q: 6-5. Draw the influence lines for (a) the vertical reaction at B, (b) the shear at C, and (c) the…

Q: Using LRFD determine the maximum service load Q (kips) (Q is a live load) at the mid-height of the…

Q: A new building is proposed with a deep basement (10 meters below ground level) to be placed on rock.…

A: The given data in the question is as follows:1. A new building is proposed with a deep basement (10…

Q: Determine the forces in members CD, DH,GH, HI, BH, and BC. Also determine whether they are in…

Q: 8-3 Why do bar spacing and cover to the surface of the bar affect bond strength?

A: Given data,question given related to the reinforced cement concreteLet's discuss the reason of…

Q: B1- Determine the reactions and draw the shear and bending moment diagrams for the following beam…

Q: Problem 5: Develop a flow chart of the process for determining the bar cutoff locations in flexural…

A: To develop:A flowchart showing the process for determining bar cutoff locations in flexural member

Q: A construction worker pulls a five-meter plank up the side of a building under construction by means…

Q: moist soil sample has a volume of 484 cm³ in the natural state and a weight of 7.94N. The dry weight…

Q: A system of three pipes 600 m, 800 m, and 1000 m long that are connected in series carries 600 L/sec…

A: Length of the first pipe (L1) = 600 mDiameter of the first pipe (D1) = 450 mm = 0.45 mLength of the…

Q: Required information Consider the beam given in the figure. Given: X = 0.4 in, E = 30,000 kips/in²,…

A: E = 30,000 kip/in.2I = 240 in.4Determine the support reaction and draw the shear force and bending…

Q: Which compound is liberates higher heat at 3 days from the hydration Tetra calcium Aluminoferrite…

A: Tetra calcium aluminoferrite:It reacts with water at a greater rate and evolves a significant amount…

Q: A block having a cross area of a 5 cm by b-9 cm and a height h- 9 cm, receives a normal force 56,794…

A: Given data P=56794 NE=2.1GPaa=5 cmb=9 cmh=9cm

Q: Determine the volume of the products of hydration and gel/ space ratio for a mix contains 125 gm…

A: Cement quantity= 125 gm Water quantity= 35 ml Hydration took place in sealed specimen. We have to…

Q: Q. 4 Determine all reactions and draw the shear and moment diagrams for the beam shown below. El is…

A: EI = ConstantDetermine the support reaction and draw the shear force and bending moment diagram of…

Q: A cylinndrical thin-walled vessel with an inside diameter of 24 inches is used to contain air at a…

A: We know that design of thin cylindrical vessel is controlled by circumferential stress(hoop…

Q: 2. A vertical member of a steel truss is subjected to a live load of 25 kN and a service dead load…

A: LL = 25 kNDL = 50 kNU = 1.0Plate dimensions: 10 x 100 mmFactored load:P = 1.2 DL + 1.6 LL = (1.2x50)…

Q: 6-13. Draw the influence lines for (a) the moment at C, (b) the shear just to the right of the…

A: influence line diagram for moment at C,shear force to the right of B and vertical reaction at B has…

Q: Find the maximum live load can be applied to the beam shown in the figure (3-1). Use 3425 for…

Q: the answer choices are given in the picture.... the answers provided are not even options from the…

A: Given span length= L = 30 ft Uniformly distributed live load= 110 Kips Uniformly distributed dead…

Q: For the Figure shown: a-Determine L, and L₂ so that the two materials elongate an equal amount. b-…

Q: A girder supports concentrated dead and live loads. Determine the following required strengths for…

Q: For the structure in this figure , write an expression that would determine the horizontal…

Q: The uniform wire is bent into the shape shown and held by the frictionless pin at O. Determine the…

A: For the equilibrium to satisfy the centroid of the section should pass through O

Q: A researcher was observing traffic along one lane of a rural highway. During a 1 minute time…

Q: Design a column base plate for a W12 × 65 column supporting a service dead load of 850 kN and a…

A: W12 × 65 columnservice dead load = 850 kN service live load = 1380 kN concrete footing= 2.7 m x 2.7…

Q: Q1: Draw the shear and moment diagrams for each member of the frame. Assume the support at A is a…

A: The diagram is shown in the above figure. We have to draw the SFD and BMD of the each member in the…

Q: The isohyets for annual rainfall over a catchment were drawn and the area enclosed by the isohyets…

A: Isohyets are draw and the area enclosed by isohyets is given in the table below. Isohyets…

Q: Q1-A construction site requires 100m3 of soil compacted at the maximum dry density estimated from…

A: The volume of compacted soil is, The optimum moisture content is, = 0.12The degree of saturation at…

Q: A freeway is to be designed as a passenger-car-only facility for an AADT of 35000 vehicles per day.…

A: AADT = 35000 veh/dayFree flow speed = 70 mphPeak hour factor = 0.85Peak hour traffic traveling in…

Q: Design a framed beam connection for a W18 x 50 to support a dead load reaction of 30 k and a live…

A: The factored load for section by LRFDSubstuting the values in the above equation

Q: is to be connected using 3/4-in diameter bolts. Use NSCP Specifications. - Standard-sized holes - Fy…

A: L = 21 ftPDL = 100 kipsPLL = 120 kipsdb = 3/4 indbo = 3/4+1/8 = 0.875 inFy = 36 ksiFu = 58 ksi

Q: The moisture content of coarse aggregate is 0.60%. If the mass of the aggregate is 1,290 kg, adjust…

A: moisture content of coarse aggregate = 0.60%. mass of the aggregate = 1,290 kgvolume of sand = 0.30…

Concept explainers

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.

Question

Trace the load, draw FBD and calculate support reactions for the following elements:

Beam B2
Beam B3
Girder G1

Loads:
Quarry tile = 5 psf
Concrete slab = 12.5 psf per inch of thickness
Metal decking - 2.5 psf
Suspended acoustical ceiling = 1 psf
Fireproofing of steel decking/framing = 1 psf
Beam self weight = 40 pounds per lineal foot (plf)
Girder self weight = 60 plf
Beam B-1
(a) Isometric view of partial steel framing arrangement
12
Concrete slab
on steel decking
Girder G-1
ITI
Girder G-2
12
Beam B-2
Beam B-3
G-1
Girder G-3
12
Beam B-4
(b) Partial floor framing - office structure
Col. A
Beam B-2
Girder G-1
Beam B-3
Girder G-1 (partial framing)
Steel deck
Concrete slab
(4" ave. thickness) Corrugated
steel deck
Concrete
floor slab
-Girder G-1
Col. B
Steel floor
beam B-4
Section A @ Girder G-1
Steel floor
beam B-2
Section B @beam B-2

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: Given

Step 2: Solution

Step 3: Solution

Solution

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 3 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

Design economically a 3.70 m x 5.50 m two way slab S-1 as shown using the following data (Based on Philippines Standards) fc’ = 35 MPa fy = 345 MPa Floor finish is slate 55 mm thick Ceiling load is gypsum board 28 mm thick Miscellaneous Loading = 1 kPa The slab will serve as a restaurant (canteen) Use Method 3 and load combination w = 1.2D + 1.6L. Slab S-1 is surrounded by 2.8 m. high CHB wall unplastered with 150mm thick, density of 19.6 kN/m3 and grout spacing of 600 mm with the height of 2.80 m. The wall is supported by beams. For values of coefficient, use interpolation.
The 15 x 15 in. column shown below must extend from footing level to the second floor of abraced frame structure with an unsupported length of 20.5 ft. Exterior exposure requires 2 in.clear cover for the outermost steel. Analysis indicates that the critical loading corresponds withthe following service loads: (a) from dead loads, P = 180 kips, Mtop = 30 ft-kips, Mbot = 15 ft-kips; (b) from live loads, P = 110 kips, Mtop = 60 ft-kips, Mbot = 30 ft-kips, with the column bentin double curvature as shown. The effective length factor k determined using Fig. 10.13a is 0.90.Material strengths are f'c 4000 psi and fy 60000 psi Using the ACI moment magnifiermethod, determine whether the column is adequate to resist these loads.
Given a typical interior two-way slab panel that is monolithic with beam supports on all sides. Material strengthspecifications are: fc’ = 28MPa and fy = 415 MPa. Total factored uniformly distributed load (including self-weight), wu =13.34 KPa. Using NSCP 2015 code provisions for two-way slabs, what is the required minimum thickness for the givenpanel? La = 6.4m assume: moment of inertia for the beams = 6.25 x 109 mm4Lb = 8m α for the 6.4 m beams = 1.17L1 = 6.55m α for the 8 m beams = 1.46L2 = 8.15 m A. 148.5 mm C. 204.1 mmB. 163.3 mm D. none of the above
Design a simple supported slab for a 4 m (out-to-out) wide and 20 m (out-to-out) long waiting shed. The longitudinal beam has a size of 200 mm by 400mm. The slab carries the following superimposed dead loads: waterproofing of 0.02 kPa, ceiling load of 0.1 kPa and mechanical-electrical utilities 0.2 kPa. The superimposed live load to be applied is 1.4 kPa. The slab will be reinforced with 12mmΦ main reinforcements and 10mmΦ temperature reinforcements. The concrete has a full strength of 20.7 MPa and the reinforcement’s yield strength has a strength of 345 MPa.
Assume a concrete cover of 40 mm, 10mm stirrups and clear distance between layers of 25mm.
About Uncracked and Cracked Section 1. A floor system consist of a 100mm concrete slab supported by continous T-Beam with 9m span, clear distance between webs of 1.2m. Web dimensions are bw = 300mm, effective depth (d) = 540mm. Concrete cover is 700 from the centroid of the bars is subjected to a maximum positive factored moment of 1,000 KN-m. Use f’c = 28Mpa, fy = 420 Mpa uniform weight of concrete is 23.544KN-m. a. What is effective flange of the beam. b. Should the T-beam be singly or doubly reinforced use et = 0.005 c. What is the required tension steel area. d. What is the uniform live load of the beam , assume dead load is self-weigh only.
A 4-storey with roof deck structural steel has the following minimum design loads from the NSCP: A. Dead Load (DL) 0.125m THK slab = 3.00 kPa 0.050m THK Lean Concrete = 1.20 kPa Marble = 1.58 kPa Gypsum Board = 0.04 kPa Suspended Steel Chanel = 0.10 kPa Beam/Column = 1.00 kPa Total = 7.92 kPa (with Movable Partition) B. Wwalls/parapet = 2.70 kPa C. Height of Walls and Parapet = 3.6m/1.5m D. Tributary Area = 210 sq.m E. Pwalls = 108m (Typical Levels) F. Pwalls = 12m (Deck Levels) G. Pparapet = 50m (Deck Levels) What is the total weight in the 3rd level?
Construct the elastic design spectrum (84.1th percentile) for ground motion with PGA = 1g, PGV = 48in/sec, and PGD = 36 in
A simply supported masonry lintel spans across a 16-ft opening, and supports a uniformly distributedload of 1400 lb/ft, including self-weight. Assume that two-thirds of the load is due to dead load, and onethird to live load. Using the strength-design provisions, design the masonry lintel. (Use CMU blocks with8” nominal dimensions, fully grouted CMU, f’m=1500 psi, d=46in)
concrete stair and landing reinforments: -the trend bars 3-D 10 mm -the riser bars D-10 mm @ 150 mm o.c.
Compression Member Analysis and Design 1
Draw One-way slab- 12 mm diam. main bars spaced @ 300 mm o.c. b/w with 10 mm diam. extra top bars spaced at 300 mm o.c.b/w and 10 mm diam.temp. bars spaced @ 300 mm.