Answered: (1) All forces by Method of Joints,…

(1) All forces by Method of Joints, Displacements ABx, ABy, AGy, ACx by Virtual Work A H B 5 kips ↑G 15 kips 20 kips F 20 kips 3@5 ft = 15 ft D 4 ft E↓ 10 kips

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 flexural capacity of the given section of beam below. b=350 d=615 d'=100 fc'=34 fy=415…

A: b=350d=615d'=100fc'=34fy=415As=5-36mmAs'=2-25mmIt is asked to determine the flexural capacity of the…

Q: Assuming the retaining wall shown below, calculate the passive earth pressure acting at the base of…

A: Cohesion of soil, c'=0Angle of internal friction, U nit weight of soil, It is asked to determine…

Q: A conical cistern is 10 feet across the top and 12 feet deep. If water is poured into the cistern at…

A: d = 10 ft h = 12 ft

Q: In an aquifer extending 150 hectare, the water table was 20 m below ground level. Over a period of…

A: Area A=150 ha Porosity n=0.40 Specific retention Sr=0.15 Initial depth of water table from ground…

Q: If the pump head is 75 m, discharge is 0.464 m³ /s and the motor speed is 1440 rpm at rated…

Q: What are the perks of both horizontal and vertical walls?

A: Horizontal walls are walls that are parallel to the ground or floor. Horizontal walls provide…

Q: In (Figure 1), F₁ = 300 N and 0 = 10°. Figure F3 = 180 N 5 13 12 y F₂= 200 N 60° x 1 of 1 Part A…

Q: Give best solution to resolve a flash flood problem. The cause of flash flood are elevated portion…

A: Flash flood problem-When there has been a lot of rain, a levee or dam has failed, or water has been…

Q: Q1/ Draw shear force diagram and bending moment diagram of the beam shown in figure 1 below. 45KN 6m…

Q: A laminated [0/90/0/90]s graphite/epoxy beam is 1 mm thick, is 20 mm wide, and has 0.125 mm thick…

A: Given;t = 1 mm = 10-3 mw = 20 mm = 20d' = 0.125 mm =0.125E1 = 180 GpaE2 = 10 Gpaν12 = 0.28 G12 = 7…

Q: 6-71. Determine the absolute maximum moment in the beam due to the loading shown. 40 kN 20 KN 25 KN

A: When the function reaches its absolute maximum, it obtains its greatest value. Similarly, an…

Q: Determine the sliding factor of safety and the heel and toe stresses for a riangle gravity dam (25m…

A: To find: The sliding factor of safetyheel stresstoe stress

Q: 2. Consider the system of cable subjected to a uniformly distributed load. Determine the tension at…

A: Diagram;d = d1 = 6 m

Q: |--4m- L B 4 m K C 4 m D 4 m E Probs. 6-38/39/40 4 m H F - 4 m 3 m G

Q: A R1 6ft B 270 lb/ft 3ft ••• Ra C

Q: The sewage is flowing at the rate of 4.7 million litres per day from a primary clarifier to a…

A: Rate of flow = 4.7 million liters/dayBOD of the influent = 150 mg/lOrganic loading rate = 160…

Q: A three hinged arch of span 8 m and rise 2 m supports a uniformly distributed load 8 kN/m as shown…

Q: The equilibrium superelevation required on a broad gauge track at horizontal curve of radius 650 m…

A: Radius of the curve = R = 650 mSpeed = V = 65 KmphTo calculate the equilibrium super-elevation(e)

Q: B) The rates of rainfall for the successive 30 min period of a 3-hour stor are 1.6, 3.6, 5.0, 2.8,…

A: Given data-30 min rainfall period,Rate of rainfall = 1.6, 3.6, 5.0, 2.8, 2.2 & 1.0…

Q: A +2% gradient and -3% gradient intersect at a VPI with chainage 800.000m and elevation above datum…

A: Gradient 1, Gradient 2, Vertical point of intersection with chainage R.L of VPI Length of the…

Q: For an azimuth DE=106°26:48" and angles to the right, compute the bearing of FG if angle…

A: For an azimuth DE=106026′48′′ The angle DEF=97044′52′′EFG=103015′14′′To find:compute the bearing of…

Q: you want to fill a lake that has an area of 320,000m², with an average flow of 916L/s (the filling…

A: Water balance equation may be used to get the equilibrium in input discarge to the output discharge.

Q: Determine the internal moment at the supports A. B. and C. an Lan BOGOB A -20 ft- B 800 lb/ft -20…

Q: > A crane is used to lower weights into the sea for an underwater construction project. Determine…

Q: Q₂: A) At the beginning of a given day a reservoir has a surface area 30 Km. The inflow to the…

A: Reservoir surface area (A) = 30 km2 Inflow rate (Qi) = 80 m3/s Outflow rate (Qo) = 15 m3/s Seepage…

Q: The triangular plate is fixed at its base, and its apex A is given a horizontal displacement of 5…

A: The triangular plate with dimensions as shown in the figure below,Horizontal displacement,

Q: The beam shown below has internal hinges at points B and D. Assume EI is constant. Using conjugate…

A: internal hinge at B and D.

Q: A soil with a volume of 163cm^3 is sampled from a field. It weighs 221g. Then, the sample was…

Q: Part 2: Beam analysis The timber beam in Figure 2 is simply supported at points A and E. The…

A: Castigilano's TheormThe deflection is given by Now the reaction at the left and right support is ΣFy…

Q: The equation of deformation is derived to be y = x² - xL for a beam shown in the figure. The…

A: A beam shown in figure:The equation of deformation,

Q: If a footing labeled as F-5 (occurring 3 times on the foundation plan) is described by the following…

A: In Construction Backfilling is the process of replacing or reusing the soil that is removed during…

Q: A septic tank of 7 m³ in volume serves for 5 accumulation of sludge is people. If the rate of 70…

A: Volume of the septic tank (V) = 7 m3,Number of people (n)= 5 Rate of accumulation of sludge = 70…

Q: 1 THE MASS SPECIFIC GRAVITY OF A FULLY SATURATED SPECIMEN OF A CLAY HAVING A WATER CONTENT OF 30.5%…

Q: The maximum number of vehicles observed in any five minute period during the peak hour is 160. If…

Q: Qs: A) The infiltration rate of rainfall on a small area was observed to be 4.5 cm/hr at the…

Q: Q9:- Design the reinforcement of a cement concrete slab 25 cm thick for ring road part-3 in Al-Najaf…

A: Thickness of slab = 25 cm = 250 mmDensity of concrete = 2300 kg/m3Coefficient of…

Q: The spring has a stiffness k and an unstretched length lo. As shown, it is confined by the plate and…

A: To find:Determine the speed at A

Q: - A 1.5 m wide, 2.5 m long, 0.5 m deep spread footing is underlain by a soil with c = 10 kPa, ϕ′ =…

Q: The maximum number of vehicles observed in any five minute period during the peak hour is 160. If…

A: The maximum number of vehicle observed in any 5 minute period during the pick hour is 160.Peak 5 min…

Q: A beam is simply supported and has a span of 12 m. The beam is a W33x240 with Ex=345 MPa. Compute…

A: We are given the unsupported length of the beam Lb = 12 mThe beam is a W33x 240Fy=345To…

Q: The gusset plate is subjected to the forces of three members as shown in (Eigure 1). The forces are…

A: Consider vertical force equilibrium9 - 6sin - Tsin = 09 - 6* - Tsin = 0Tsin = 5.4 ...equation…

Q: Draw shear force diagram and bending moment diagram of the beam shown in figure 2 below. Then…

Q: D₂ = 5 cm D3 = 6 cm D₁ = 4 cm The flow network carries the water at 20°C to exit pipe 4. The flow…

Q: Step 5 incomprehensiable

A: In the step 5Settlement can be calculated using as below

Q: 21. Water flows at a rate of 10m³ /s in a rectangular channel 3 m wide. The critical depth of flow…

A: Discharge Q=10 m3/sRectangular channel width B=3 m,To Find-The critical depth of flow yc.

Q: B 3m A (132) (J³) C (331) 2 t/m D $ tust us

Q: The frame is subjected to the load of 4 kN which acts on member ABD at D. Calculate the required…

A: Load = 4kN = 40 MPa

Q: A cantilever beam of span 'L' and uniform flexural rigidity 'Er is loaded with an upward force 'W'…

Q: Please solve this problem.

A: Mass of truck = 4 Mg Mass of trailer= 1 Mg

Q: Determine the required reinforcement for T-section beam to resist torsion T = 11.75 KN.m with the…

A: Moment of resistance = 0.87 Ast [ d-0.42 ]moment of resistance for high yield reinforcement =…

Concept explainers

Moments

There are various practical applications of the concept of moments, like a rotation of the crank due to linear motion of the piston, the moment of inertia and its use in designing beams and columns, bending moment concept, torque, twisting moment, etc.

Question

hel asps

(1) All forces by Method of Joints, Displacements ABx, ABy, AGy, ACx by Virtual Work
A
H
B
5 kips
↑G
15 kips
20 kips
C
F
↓
20 kips
3@5 ft 15 ft
=
D
4 ft
E↓
10 kips

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 data

VIEW

Step 2: method of joints

Step 3: continue

Step 4: continue

Solution

Trending now

This is a popular solution!

Step by step

Solved in 5 steps with 5 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

.15 2.16 The three forces acting on the beam can be replaced with a single equivalent force R. Determine the angle θ and R. 25kN P2 60 kN P3 80 kN 40° 50° 4 m 6 Figure P2.16 COMPANY
W=1317 kN/mUsing Three Moment Equation, determine all reactions at supports also, determine shear andbending moments with complete labels. Use 1= 1/12 bh^3 and E = 2.15x10^7 KPa
5. What is the approximate moment at support a? In kN.m A. -79.86 B. -27.95 C. -73.28 D. 0 E. -10.98 F. 73.28 G. 79.86 H. 10.98 I. 27.95
Thecable of length 15m supports the forces W1 = W2 = W at B and C. (a) Derive the simultaneous equations for β1, β2, and β3. (b) Show that the solution to these equations is β1 = 41.0◦, β2 = 9.8◦, and β3 = 50.5◦. (c) Compute the force in each segment in terms of W.
Determine the magnitude of the 15 points force in member CD using method of section * (O 35.3KN Tension O none of the above (O 15.02KN Tension () 27.7 KN Compression (O 13.83 KN Tension O 16.2 KN Compression
In order to pull out the nail at B, the force F exertedon the handle of the hammer must produce a clockwisemoment of 500 lb ⋅ in. about point A. Determine therequired magnitude of force F.
The bent bar shown is subjected to 3 forces shown. Replace these forces with an equivalent couple M and single force F at point A. Show solution to answers M = 21.8 kN-m, cw Fv = 12.03 kN, D FH = 1.60 kN, R
Calculate and draw the internal forces created at H section of the bracket beam? a = 500 mm b= 200 mm Px= 15 Kn Py=0 Kn Pz = 10 Kn
26 -The stair beam in the figure will have support reactions. A support is a fixed, B support is a sliding joint. loads P1= 15 kN, P2= 30 kN, dimensions a = 2 m, b = 6 m, c = 4 m. Accordingly, Ax = ?A) 30B) 18.75C) None.D) 3.75E) 0
Given both questions are subparts please give me both solutions. Which of the following gives the bending moment at point A on the beam shown (KN-m)? A. zero B. 895 C.1000 D.375 Which of the following gives the axial and shear force at point A on the beam, respectively(KN)? A. 45 and 66.667 B.75 and 91.667 C. 60 and 121.667 D. 75 and 283.333
The T section shown is formed by joining two rectangular pieces of wood together. The beam is subjected to a maximum shearing force of 60 kN. All dimensions are in mm . A.) Which of the following gives the moment inertia in x 10^6mm^4 at the neutral axis? Choices: 8.56,14.26,10.57,21.52 B.) Which of the following gives the shearing stress at the neautral axis? Choices: 3.21,4.64,3.95,4.28 C.) Which of the following gives tge shearing stress in MPa at the junctiin between two pieces of wood? Choices: 31.78,21.42,28.32,16.52
Why is the force Fd pointing downwards? By force equilibrium, shouldnt it be 3 + Fd = 9 Fd = 6kN, thus pointing upwards?