5. Determine the resultant and its distance from point A of the parallel force system acting on beam AB as shown. The forces and positions are given in the figure. Ans. R 115lb downward at 4.66ft to the right of support A. A 20lb/ft 3'. 2016 40lb 3.5'2.5' B

5. Determine the resultant and its distance from point A of the parallel force system acting on beam AB as shown. The forces and positions are given in the figure. Ans. R 115lb downward at 4.66ft to the right of support A. A 20lb/ft 3'. 2016 40lb 3.5'2.5' B

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: Q.5 on Determine the reactions in C member BCD as shown in figure? 6 m 4 m D 2 m 300 kN

A: Given A frame Required : Reaction in C on member BCD

Q: 3. The bars AB and BC of the structure are 4m in length. A load of 10kN is placed at D and another…

Q: Evaluate the stability of the 3 m wide x 4 m deep (into the page) x 2 m tall block with a SG of 0.5…

Q: During a series of tape measurements of a line, following values were determined: 887.57 m, 887.42…

A: Nothing is mentioned about the weights of measurements hence take the tape measurements are of equal…

Q: Find the safe live load that a 6 meter simple span could carry if fc' = 35 MPa and fy = 400 MPa. The…

A: Answer To calculate the safe live load on a 6m simply supported beam we need to equate Maximum…

Q: Determine the Support reaction at A And B? 4m w=15 kN/m ↓ A OB IC

A: Given :

Q: What is the equivalent constrained modulus in psf if the initial stress is 418 psf, the change in…

A: Given data:- The given initial stress, σ0=418 psf The given change in stress, ∆σ=1204 psf Maximum…

Q: Question 2: For the rigid bay spring system shown in Fig. 1, assume vertical displacement u at joint…

Q: Calculate the design moment strength of section shown below, and check the ACI Code requirement.…

Q: What are the readings of drybulb, we bulb, and dewpoint temperature at saturation state of the…

A: Dry Bulb Temperature: It is ambient temperature measured by regular thermometer. It is usually…

Q: PROBLEM 2: Determine the rotation and deflection at A. EI is constant 600 N·m | A 1.0 m B !!!!!! 3…

Q: Column AB is made from high strength pre-cast concrete and reinforced with four in diameter A-36…

A: Given : To Find : Pmax = ?

Q: Two individuals are attempting to relocate a sofa by applying forces in the indicated directions. If…

A: The magnitude of force, F1 =540 NThe magnitude of force, F2 =300NThe angle between the two forces, θ…

Q: The tension AB in the truss as shown in the figure below, is 100 N .Fill the following blanks: 2 m D…

Q: Heat is the form of energy that can be transferred from one system to another due to temperature…

A: Fluid mecanics and Solid mecanics is goverened by heat tranfer and energy equilibrium. So an good…

Q: A cast iron pipe of diameter 600 m and length 400 m caries water from a tank and discharges freely…

Q: A large tank contains water to a depth of 95cm. The water discharges from a sharp edged orifice of…

A: Given that A large tank contains water to a depth of 95cmThe water discharges from a sharp edged…

Q: lerating force on the liquid ma is increased to 8m/s2, how mu accelerated on an inclined plan…

A: “Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: 5m C KN m 2 KN lm 2m 2m JKN 3. B

Q: A shallow wide river 1500 m wide has a flow of 3000 m³/sec with a velocity of 1.5 m/sec. Manning's…

Q: Given the following rectangular (35 ft x 45 ft) two-story warehouse and loading shown, determine the…

A: Given: warehouse area = 35 x 45 = 1575 ft2 Floor: DL = 65 lb/ft2 LL = 250 lb/ft2 Roof: DL = 55…

Q: 2Q. Calculate the density, specific weight, and specific volume of air at 120°F and 50 psia.

Q: A block weighs 460 N in air and has a dimension of h = 0.5 m, w = 0.3 m, and t = 0.2 m. 11. Find the…

Q: Determine the vertical displacement of Point EI is Constant. 10 KN C. 6 kN/m A & 3m к Use E = 2E8…

A: Moment of inertia being a function of two variables viz. width and depth. The values of these can be…

Q: But how would I plot the stresses as a function of L/h ?

A: Solution: Bending stress: σ=MIy σ=PLbh312×h2=6PbhLhσ=6PALh Range 0.01≤Lh≤10

Q: Consider a linear elastic rectangular thin sheet of metal, subjected to uniform uniaxial tensile…

Q: Determine the reactions at the supports A and B of the compound beam. There is a pin at C. A - 6 m 2…

Q: The correct distance between points C and D is 213.5m. If a 100-m tape that is 0.025m too long is…

Q: (Buoyancy, force on plane surface) A cube, 4.4 ft on a side, weighs 3110 lb and floats half-…

A: Solution:-The given values are as follows,The cube is 4.4ftWeighs is 3110lbThe liquid depth is…

Q: Compute the amount of concrete for the wall footing that will be built for the property that is…

A: Given: Thickness of footing = 8 in = 0.67 ft Width of footing = 4…

Q: Practice Problem 1 A Motel with toilet, bath and kitchen facilities is to serve a maximum of 300…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: Problem#2: Determine the reactions of the beam. 300 lb io 100 lb/ft R1 R2 400 lb

Q: A man recorded 70, 71, 69, 73 paces in walking along a 50m course to determine his pace factor. He…

A: To Determine :- Distance AB Based on his pace factor.

Q: 1Q. A certain gas weighs 16.0 N/m³ at a certain temperature and pressure. What are the values of its…

A: To Determine :- density, specific volume, and specific gravity of a certain gas weighing 16 N/m3…

Q: show complete solution and formula What is the most probable value of a rectangular lot having the…

Q: SITUATION B. An open tank containing brine (SG = 1.3) is accelerated vertically at 7.5 m/s2.…

A: Given data:- Specific gravity of brine, SG = 1.3 Accelerated vertically at 7.5 m/s2

Q: A 100-m tape that is "x" m. too long was used to measure two points and the result is 420.307m. It…

Q: A concrete overhang beam with the section shown is to support a 150 mm thick concrete slab with a…

Q: A pavement designer has arrived at a design traffic of 100 million standard axles for a newly…

A: Given data- 100 million standard axles,design life=15 years,4500 vehicles/day,traffic growth=8%, To…

Q: 1.3) The design strength based on fracture is A) 200.31 kips B) 240.38 kips C) 400.62 kips D) 412.00…

Q: ACTIVITY 3 1. Classify the Soil 1 according to the USDA textural classification system. Soil 1…

A: To find out the soil according to USDA textural classification system.

Q: In D/D/1 queueing systems, the two "D's" represent: Group of answer choices Default Delay LOS D…

A: In D/D/1 queueing systems, the two "D's" represent "Deterministic".

Q: The asymmetric simple truss is loaded as shown. Determine the reactions at A and D. Neglect the…

Q: Problem #4 Y KN 30° 10 m X KN 60 60% 10 m A KN 10 m Determine the force in the members of the Fink…

Q: please put the answer in paper

Q: What do we mean by nominal and effective interest rates?

Q: SITUATION 6: A deposit of clay underlain a 4.5 m thick sand Degree of saturation of sand is 37% and…

A: Given data Thickness of sand = 4.5m Void ratio of sand (e) = 0.52 Degree of saturation of sand…

Q: Determine the stretch of each spring for equilibrium of the 17-kg cylinder in (Figure 1). Figure…

A: Solution: Spring AD: ∑Fy=0 FAD=166.77 N

Q: Find the value of the pull required to eliminate the effect of sag when the 50 m long tape weighing…

Q: 6. A plate-load test was conducted on a sandy soil in which the size of the bearing plate was 610 mm…

A: Given data in question Size of plate = 610×610 mm Ultimate load = 325.5 kN/m2 Size of Footing =…

Question

5. Determine the resultant and its distance from point A of the
parallel force system acting on beam AB as shown. The forces
and positions are given in the figure.
Ans. R 115lb downward at 4.66ft to the right of support A.
A
20lb/ft
3'
20lb
3.5'
40lb
2.5→
B

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

Determine the shear value (kN) when x = 2.2m from the left side of the beam where: L = 4.9 m; Wo = 131 kN/m
3.) For the given couple-force system shown, determine the horizontal component of Q. P= 335 KN Q= 44 KN R=74 KN-m Z=263 KN
Determine the internal force at member BC if X = 78.98 and Y= 70.45
In Figure P8.27 support D is constructed 1.5 in. tothe right of its specified location. Using Bernoulli’s prin-ciple in Section 8.8, compute (a) the horizontal and verti-cal components of the displacement of joint B and (b) thechange in slope of member BC.
NEED IN 1HOUR PLS THANKS From the figure, compute for the horizontal and vertical component forces of the hinge at B acting upon member AC as shown.
Determine the value of the force P that must beapplied to joint C of the truss in Figure P8.7 if the verticaldeflection at C is to be zero. The area of all bars = 1.8 in.2and E = 30,000 kips/in.2
Determine the design angle θ (0° ≤ θ ≤ 90°) forstrut AB so that the 400-lb horizontal force has a componentof 500 lb directed from A towards C. What is the componentof force acting along member AB? Take Φ = 40°.
The force acting at A is F = 10i + 20j − 5k kN. Knowing that the moment of this force about the y-axis is 8j kN · m, determine the distance b and the moment of F about point O.
Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Note that: a = 3.7 m b = 31.0 kN/m c = 35 kN Find the ff. A. Vertical reaction at B in kN. B. Moment reaction at A in kN-m. C. Deflection at point C in mm. D. Deflection at midspan of AB in mm.
What is the moment of force P about point E in kN-m? Answer with direction.
1 Use F1 = 12 kN is directed at theta = 45° and F2 = 10 kN. Using rectangular components, determine the magnitude and direction of the resultant force, measured counterclockwise from the positive x- axis. 5 KN 7 kN 30° 70°
(a) Compute the vertical displacement of the hinge at C in Figure P8.34. EI is constant for all members, E = 200 GPa, I = 1800 × 106 mm4 . (b) The designer would like to offset the vertical displacement of the hinge at C by moving the support A. How far should support A be moved horizontally?