A beam shown carries a spandrel loading throughout its entire span. Determine the following:(Use Conjugate Beam Method)480 Ib/ftE = 29,000 ksi| = 2140 in'2°A16ft10ftRequired:1. Deflection midway between the supports2. Deflection at the overhang side3. To prevent excessive deflection at the overhang side, what point load "P" must be apply atthe overhang side to eliminate the deflection at the overhang side?

To determine a beam's slope and displacement, engineers use the conjugate-beam method. The conjugate…

Answered: A beam shown carries a spandrel loading…

A beam shown carries a spandrel loading throughout its entire span. Determine the following Use Conjugate Beam Method) 480 lb/ft A E = 29,000 ksi I = 2140 inª 16ft B 2° 10ft C

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: 8 100 400 i A square footing (13 x 13) has to be constructed 1.23 m below the ground surface. Assume…

Q: If the limiting length of a line is 5 m Long plotted to a scale of 1 cm = 20 m, then find the…

Q: The length of chain measured with a chain was found to be 250 m. If the length of chain was measured…

Q: Consider a stepped shaft subjected to a twisting moment applied at B as shown in the figure. Assume…

A: Given - Shear modulus, G = 77 GPa It is needed to find the angle of twist.

Q: 5. Calculate the sieve analysis of the following aggregate and plot the grading curve by Excel…

A: Draw the Gradation Curve by using Microsoft Excel. The data of sieve analysis is given in…

Q: SFRS: A reinforced concrete shear wall without special ductile detailing; there are many columns…

A: A force equivalent to 40% of the short period design spectral response acceleration SDS times the…

Q: A vertical cut is to be made in a saturated and submerged clay with c = 15 kN/m², Ysat = 18.5 kN/m³,…

A: Given data in question Cohesion 15 kN/m2 Unit weight 18.5 kN/m3 Unit weight of water 10 kN/m3 To…

Q: A roof truss shown in Figure 2 is to be built for a condominium. The purlins are arranged on the…

A: A truss is a prefabricated structure that supports a building's roof. A flat roof and a pitched roof…

Q: 1-4. Resolve the 500-lb force of Fig. Pl-4 into two components: a shearing component parallel to AB…

Q: "dimensional modelling."

A: Answer : Data provided : term "dimensional modelling." To determine : concept of dimensional…

Q: Gasoline a mixed with 9 ft^3 kerosene so that the volume of the mixture in the tank becomes 23ft^3.…

A: Given Specific gravity of gasoline =0.7 Specific gravity of kerosene =0.8 9 ft3 of Gasoline and 14…

Q: If Dynamic viscosity = 0.0008 kg/m sec; gravitational acceleration g (9.81 m/sec2), average particle…

Q: I have a question If a sample of steel was acceptable to use at a temperature at -52 degrees c Why…

A: Brief concept introduction- Steel- It is an alloy that mainly contains iron and carbon. It has…

Q: Question 14 Pick the correct definitions (one or more): To thrive, wood decaying fungi require: ☐a.…

Q: Q- A level instrument at a height of 1.320 m has been placed at a station having a Reduced Level…

A: Given data- Height of level instrument HI=1.320 m RL of station=112.565 m, Reading R=(-2.835 m) To…

Q: Situation 3: An 8-in-diameter horizontal pipe is attached to a reservoir as shown in the figure. If…

A: Given Data Diameter of pipe (d) = 8 in. = (8/12) ft Total head loss (hf) = 6 ft Find the…

Q: Calculate the hydraulic mean radius Manning's equation for a trapezoidal channel to carry 200 cumec…

Q: 1-11. The 200-lb force of Fig. Pl-11 acts on the 200 box B. Resolve the force into two components,…

Q: The equation of deformation is derived to be y = x³ - xL for a beam shown in the figure. YA L x The…

Q: Provide an explanation of the concept of testing isolated parts.

A: The concept of testing the isolated parts refers to the practice of testing individual components or…

Q: In a rectangular channel, the depth of flow is 1.6 m and the specific energy at that section is 2.7…

A: Given- Depth of flow y=1.6 Specific energy E=2.7 m It is needed to find the type of flow.

Q: A flownet below a dam consists of 24 equipotential drops and 7 flow channels. The difference between…

A: Given - Equipotential drops ,Nd =24 no.of flow channels, Nf = 7 Water level, H = 6 m Specific…

Q: A piping system supplies 6000 Ipm of water at 25°C through a DN200 Schedule 40 steel pipe. A…

A: Given, Flow rate (Q) = 6000 lpm or 0.1 m3/s Pipe diameter (D) = 200 mm or 0.2 m

Q: In theory, Prim's MST method might be used to a realistic weighted network.

A: Yes, that's correct! Prim's algorithm is a well-known method for finding the minimum spanning tree…

Q: 1. Ra XW VX Find Ra, Rb, Ma & Mb: WX Draw Shear & Moment Diagram YZ XW Rb

Q: Can you state the technical importance and use of hydraulic conductivity, with Darcy’s law? Thank…

Q: The weight of 10 mm diameter mild steel rod per metre length is equal to ?

A: Given data:Diameter of muld steel bar = 10 mm

Q: n ambulance driver has three major routes from the hospital base station to the university, to which…

A: Traffic congestion occurs as road networks become more crowded, resulting in slower speeds, longer…

Q: Problem 1: A W 410 x 100 is used as a girder to span 9 m on fixed supports at both ends. It carries…

A: Given: V = 82 kN Span, L = 9 m Beam section: W 410*100 Section details: d = 414 mm bf = 259.1 mm tf…

Q: Classify the following soil by USCS classification system by giving the group symbol and the group…

A: Answer USCS classification system To classify the soil we need to first determine whether the soil…

Q: If a rolled steel flat designated as 55 ISF 12 mm is used as lacing, then minimum radius of gyration…

A: Given. Determine minimum radius of gyration ?Where, Designated of a rolled steel is= 55 ISF 12 mm

Q: Write it purpose of finding rth moment, moment generating function,incomplete moments and…

A: It is asked to Write the purpose of finding rth moment, moment generating function, incomplete…

Q: Consider a certain critical point in a stress element. On a vertical plane, the compressive stress…

A: Given Normal stress on the horizontal plane σx=0. Compressive stress is σy=115 Mpa. Shear stress is…

Q: A vane, 10.8 cm long, 7.2 cm in dia. was pressed into a soft clay at the bottom of a bore hole.…

A: Given data- Diameter of the vane D=7.2 cm,Length L=10.8 cm.Torque T=45 N-m, To Find- The shear…

Q: A proposed office building will include a 10 ft x10 ft square, 3 ft deep (the footing height is also…

A: To calculate the maximum bending moment from an earthquake that this foundation can support, you…

Q: A freeway has a capacity of 7500 veh/h in one direction that has three lanes. In one morning,…

A: Given:- The capacity of the freeway in one direction = 7500 veh/h The number of lanes = 3 The rate…

Q: A sampler with a volume of 45 cm³ is filled with a soil sample. When the soil is poured into a…

Q: Determine (a) the position of the centroid of a triangle from x-axis (lxx); (b) its moment of…

A: Given To find a. The position of centroid of triangle from x- axis b. Moment of inertia with…

Q: The vertical compressive stress at a point in a soil is 100 kN/m² while the horizontal compressive…

A: Vertical Stress at point - 100 kN/m2 Horizontal stress at point - 62 kN/m2 To find-

Q: A symmetrical three hinged parabolic arch has 40 m span and 5 m rise. A vertical downward load of 30…

Q: You are designing a freeway as a passenger-car-only facility, and with ideal roadway…

A: Level of Service (LOS) is a measure used in transportation planning to describe the quality of…

Q: The 30-min unit hydrograph for a 2.25km² urban catchment is given by Time 0 30 60 90 120 150 180 210…

A: A 30min unit hydrograph is given. To verify that the unit hydrograph is consistent with a 1-cm…

Q: 50 P1-54 1-54. By means of the transformation of a couple, replace the two forces of Fig. P1-54 by a…

A: Given:

Q: The slope correction for a length of 30 m along the gradient of 1 in 20 is ?

A: Given data. Length,l= 30 mGradient= 1 in 20Find slope correction for the given length .

Q: A cantilever beam of rectangular cross-section is subjected to a load 'W' at its free end. If the…

A: Given- Load = W at free end Depth of beam is doubled & load is halved It is needed to find the…

Q: A short rectangular column 500 mm on one side and 600 mm on the other side. It is reinforced with…

A: Answer (1) Calculation of distance from Neutral axis At ultimate stage we get strain in extreme…

Q: A 450 mm x 450 mm concrete pile 20.0 m long is driven into sand deposits with y = 17 kN/m³ and =…

Q: Complex Stress Question 1: A 20 mm diameter circular rod carries a pull parallel to the centroidal…

A: Given- Diameter d=20 mm Maximum stress=20% greater than mean stress. It is needed to find the…

Q: The combined correction due to curvature and refraction (in m) for a distance of 2 km is:

A: Given that :- Distance = d = 2 km To calculate the combined correction due to curvature and…

Q: Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method…

A: Conjugate beam methods are engineering methods for determining the slope and displacement of a beam.…

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

A beam shown carries a spandrel loading throughout its entire span. Determine the following:
(Use Conjugate Beam Method)
480 Ib/ft
E = 29,000 ksi
| = 2140 in'
2°
A
16ft
10ft
Required:
1. Deflection midway between the supports
2. Deflection at the overhang side
3. To prevent excessive deflection at the overhang side, what point load "P" must be apply at
the overhang side to eliminate the deflection at the overhang side?

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

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

Part 2 A Pratt roof truss is loaded as shown. Using the method of joints and the method of sections, determine the force in all members. the force P.325KN 80 kN P kN 60 kN D H 8 m 60 kN A G---Y. MATHaling.com 6 m 6 m E 6 m 40 kN 100 kN 6 m
The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa;/= 370 × 106 mm4]. For the loading shown, determine the beam deflection vc at point C. Assume P = 63 kN, w = 23 kN/m, LAB=LBC= 3.9 m, LCD-2 m. "| W C LBC Answer: Vc= LAB B mm. LCD X
3. Analyze the frame shown below using Portal Method. 40 KN F 6 m 100 KN B 12 m 8 m 8 m G. A
Find the Beam Design Moment Strength. 250 So - 19.5 30 -75- 20 100 100 50 50 46 -40 31.15.7 29.8 180 3 Seven wire strand A = 99mm² x 3 f'c = 55M²₂² ty = 400MPa 2 201 Steel d=18.5mm A=300mm² for each 500mm Ecu=0.003
SITUATION 1 Determine (approximately) the force in each member of the truss. Assume the diagonals can support either a tensile or a compressive force and assuming that the diagonals cannot support a compressive force. A. Use Method 2 7 k 14 k 14 k 7 k H F E 2k 6 ft D В 8 ft 8 ft 8 ft B. Use Method 1 50 kN 40 kN 20 kN | F E 3 m |B 3 m 3 m
Problem 2 A loaded cantilever beam is shown. E=29,000 ksi. The W16 section that will limit the total load deflection at the free end of the beam, B to 0.75 in. is most nearly: WD = 0.5 k/ft WL = 1.0 k/ft PD= 2 k B PL = 4 k Answer: W16 x L = 12 ft %3D
Check the midspan deflection of the W12 x 40 girder shown? Neglect the weight of the girder. Assume E = 29 x l0^6 psi and Ix = 310 in^4. Allowable deflection for the total load = (span/240).
Calculate Maximum Deflection for Beam 4 Use E = 25 GPa The section B4 is 200mm x 350mm Total DL = 14. 166 kN/m Live Loads: 2.533 kN/m WU = 21. 052 kN/m 1.5m 5.5m C3 C1 GB1 B2 S2 B4 OPEN B3 C2 C1 GB2
A simply-supported T-beam is subjected to two pairs of distributed loads: pair 1 (wD1, wL1)and pair 2 (wD2, wL2). The geometric, material and loading properties are all given on thetable above. bf=1368mm bw=408mm t=248mm fc'=25.2MPa fy=336MPa d=918mm d'=92mm Lbeam=12.2m wD1=42.2kn/m wL1=50.2kn/m wD2=170.2kn/m wL2=193.3kn/m1. Solve for the height of the compression stress block using pair 1. 2. Solve for the theoretical steel area using pair 1. 3. Using Es = 0.004, solve for the theoretical steel area using pair 2. 4. Using Es= 0.005, solve for the theoretical steel area using pair 2.
pdf - Adobe Acrobat Reader DC (32-bit) in Window Help Timothy A_Philpot. Bending stress H.W. x C 다 1 /2 111% b, H.W 1 A beam is subjected to equal bending moments of M, = 45 kip ft, as shown in Figure 1a. sions (Figure1b) 6.0 in., bz = 3.0 in., and dz = 2.0 in. Determine The cross-sectional dimen- are b1 = 7.5 in., d = 1.5 in., b2 = 0.75 in., d, = K (a) the centroid location, the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at point H. State whether the normal stress at H is tension or compression. (c) the bending stress at point K. State whether the normal stress at K is tension or compression. M. d b, M. d (d) the maximum bending stress produced in the cross section. State whether the stress is tension or compression. FIGURE 1. a FIGURE 1.6 H.W 2 A steel tee shape is used to support the loads shown on the beam in Figure 2 a. dimensions of the shape are shown in Figure 2 b. determine: The Consider the entire 24-ft…
Determine the safe span that a 100 * 150 mm purlin would have if it has a spacing 800 mm on centers, to carry a roof load of 60 Pa and a wind load of 1.4 kPa acting on the vertical surface. Allowable bending stress is 10 MPa and the allowable horizontal shearing stress is 0.4 MPa. The allowable normal deflection is 1/360 of span. Weight of purlin is 5 kN/m3 and E= 17.3GPa
Exse Analyze the frame shown using consistent defor. method Cassume redundants are CX and Cy I constart The Frame is Indet.. to the 2nd degree 4m 6x 8x 5oky To kN/m 5m C * -X₁