Upvote will be give. Please write the complete solutions and draw FBD. Use 2 decimal places. Determine and Draw also the shear and bending force and FBD. For the beam loaded as shown, determine the shear force at A.Indicate if negative.A|—-—-4 m--|--415 kN/m4 mHingeBn-4m-4 m

Answered: Image /qna-images/answer/bbd9b3e8-e44f-4f22-8e6d-e0107653d870.jpg

Answered: For the beam loaded as shown, determine…

Engineering

Civil Engineering

For the beam loaded as shown, determine the shear force at A. Indicate if negative. A 15 kN/m Hinge B 1

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: . A pumping well with a radius of 0.5 m is located midway between a river and an impermeable…

A: This is a question related to groundwater hydraulics. The steady draw down at a point in a confined…

Q: Force B is parallel to the xy plane. Force D is parallel the yz plane. What is the moment of Force…

Q: 3. A lake with constant volume 10*106 m³ is fed by a pollution-free stream with flow rate 50 m³/s. A…

Q: 6.10 Refer to Figure P6.5a. The uniform surcharge is time dependent. Given q (kN/m²) = 2t (days)…

A: Given surcharge,

Q: 17. Equation 3.15 was generalized by Yudhbir et al. (1983) by replacing the unity on the right side…

Q: Answer must be:The maximum Torque T that can be applied is Tmax = 10.0139 kN•m

A: The objective of the question is to determine the maximum permissible torque T that can be applied…

Q: 7. A steel bar of 25 mm diameter is acted upon by forces as shown in Fig-2. What is the elongation…

Q: Draw the isometric figure of the given multiview projection. HRP FRP Top I

A: Isometric view is a three-dimensional representation of an object in engineering drawing. It…

Q: please can you explain how they got the direction of the moments . and alos how i should determine…

Q: с a=1m P L= 3 m- B The deflection at point Cis I W150 x 18.0 15.6 mm. ↓

Q: st unit weight of soil, gamma = 134 pcf factor of safety, FS = 3 quare footing carries the proposed…

A: As per the honor code, We’ll answer the first two question since the exact one wasn’t specified. So,…

Q: On the given beam, find the following unknowns using the slope-deflection method. Assume that E is…

A: Given:Required:Fixed end moment for member BAMoment at support DInternal moment of member BCNote: As…

Q: What is the remedial measure fir a failed landfill liner

A: The objective of the question is to understand the remedial measures that can be taken when a…

Q: ng soll samples and testing the soll pre 5 days per project. The duration varies and follows a…

Q: Stresses that cause change in volume are called (A) hydrostatic stresses B deviatoric stresses…

A: We need to choose correct option based on given choices

Q: Consider the beam in (Figure 1). Take that w = 7 kN/m. Determine the normal force, shear force, and…

Q: n

Q: Q1) The velocity field in a flow is given by V=x²yî +x²tj. Plot the streamline through the origin at…

A: This is a 2D flow condition We have to find equation of streamline at t=0 and t= 2

Q: An open ended steel barrel of 1 m height and 1 m diameter is filled with saturated fine sand having…

A: For an open-ended barrel,height, h= 1 mDiameter,d= 1 mcoefficient of permeability, k=10-2 m/secTo…

Q: A flow rate of 2.1 m^3/s is to be carried in an open channel at a velocity of 1.3 m/s. N=0.020.…

A: *Note: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost…

Q: in the figvax=4.903 m/s^2, ay =9.806m/s^2.find the pressure at A, B, C

Q: A 30 m-long precast concrete pile with diameter of 0.4 m in driven in to a thick dry sand layer. The…

A: L = 30 m D = 0.4 m = 17 kN/m3 = 36o

Q: Given the below distributed loading, write an equation to describe how the shear force varies with…

Q: P10.1-P10.3 For the loading shown in Figures P10.1-P10.3, use the double-integration method to…

A: To establish the equation of elastic curve for the given beam and determine the deflection at slope…

Q: 6-40. The compound beam is fixed supported at C and supported by rockers at A and B. If there are…

A: To find reactions at support A, B and C

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

A: The question is based on a section supported on hinge and roller support. The length of the span is…

Q: Highway curve has R = 800 m, I = 20° 00', and Pl station 3+290.600 m. ▼ Part A Determine degree of…

Q: 3. For the rock of Problems 1 and 2, what is the value of the principal stress ratio (03/0₁) above…

A: solving question 3 as per asked bt the studentGiven data,Terst Minor stressMajor…

Q: (3) and (4) Determine the reactions at supports. Assume "E" is constant. Draw the moment diagrams…

A: Given:Required:Support reaction and moment diagramNote: As per bartleby guidelines only first…

Q: The beam is supported at A and B as shown in the image. Suppose that F = 5 kip and w = 350 lb/ft.…

Q: 150-lb block is placed on a 33° incline and released from rest. The coefficient of static fric 0.46.…

Q: 2. The average wastewater flow from a community of 20,000 is 125 gpcd. The 5 day, 20 deg C BOD is…

A: Population = 20000To Find:1) Settling tank surface area2) Settling tank diameter3) BOD removal in…

Q: 3. Determine the flows in the network illustrated in fig. 5.11; minor losses are given by Cm V²/2g.…

Q: Oil (SG = 0.9) flows downward through a vertical pipe contraction as shown in the figure below. If…

A: The specific gravity of the oil = 0.9▪︎ The specific gravity of the manometric liquid i.e. mercury =…

Q: 5.66 For the beam shown in the fi above the bottom of the beam at secti A 1.5 m B 14 kN ,C 3 m

Q: Design a simple span one-way slab to carry a uniformly distributed live load of 18 kPa The span is…

A: uniformly distributed live load = 18 kPa span, L= 3.4 meters (center to center of supports)fc= 20.7…

Q: A steel column with the cross section shown has a 14.7-ft effective length. Using Allowable Stress…

Q: The first thing you need to do in a tape and offset survey is: A Identify some fixed reference…

A: The first thing you need to do in a tape and offset survey is:A Identify some fixed reference…

Q: 3. A settling tank has an overflow rate of 100,000 gal/ft² d. Water carrying sediment of various…

A: Overflow rate = 100,000 gal/ft2settling velocitymass friction…

Q: Air at a temperature of 40°C flows through the duct at A with a velocity of 2.0 m/s. Pair = 1.127…

Q: Why we usually use undrained shear strength instead of effective cohesion and effective friction…

A: Undrained shear strength is the maximum shear stress that a soil can resist under undrained…

Q: Q4 Use moment distribution method to determine final end moments for the frame given below. Also…

Q: For the truss shown in the figure, the magnitude of the force (in kN) in the member SRis 30 kN I 1m…

A: The magnitude of the force (in kN) in the member SR is =?

Q: Q1. Draw shear force and bending moment diagrams for the beam shown in the figure below. Consider…

A: Given data,beam is given pin support at A and roller at Budl intensity =25 KN/m over AB FINDshear…

Q: A hydrometer test has the following result: Gs 2.7, temperature of water 24 and L= 9.2 cm at 60…

A: Gs = 2.60,temperature of water = 24°C,R = 43 (K= 0.0132, L =9.2 cm)To find:we have to calculate the…

Q: The Advantages and disadvantages of Structural Steel Frame

A: A structural steel frame is a construction framework primarily made of steel components, such as…

Q: A flood occurs in the main channel having a trapezoidal section with a base width of 4.5 m. If the…

A: Mean velocity V = 1.2 m/sBase width, B= 4.5 m

Q: 2. It is known that 4000 car trips are generated in a large residential area from noon to 1:00 pm on…

A: The logit model is a statistical analysis that is mainly used for predictive and modeling…

Q: Storm sewer system is to be provided to drain storm water to protect urban areas from flooding after…

Q: After the soil samples are taken and the soil properties determined, the engineer must design the…

A: Project management - Soil Samples, testing and designing a foundationthe soil sampling and testing…

Question

Upvote will be give. Please write the complete solutions and draw FBD. Use 2 decimal places. Determine and Draw also the shear and bending force and FBD.

For the beam loaded as shown, determine the shear force at A.
Indicate if negative.
A
|—-—-4 m--|--4
15 kN/m
4 m
Hinge
B
n-4m-
4 m

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: Given

VIEW

Step 2: Support Reactions

VIEW

Step 3: Equations and FBD

VIEW

Step 4: Equations for SFD and BMD

VIEW

Step 5: SFD and BMD

VIEW

Solution

VIEW

Step by step

Solved in 6 steps with 5 images

SEE SOLUTION Check out a sample Q&A here

Follow-up Questions

Read through expert solutions to related follow-up questions below.

Follow-up Question

What is the BENDING MOMENT AT A? (Use 2 decimal places and refer to the question and solutions above.)

Solution

by Bartleby Expert

SEE SOLUTION

Similar questions

The rigid beam is supported by a pin support at A and steel wires BD and CE (E-200GPA). The steel wires are 1cm in diameter. If the load P is 5kN and the weight of the beam is neglected, solve the tension at wire BD. E 4 m 3 m 2 m 2 m O 1.95kN O 1.64kN O 0.91kN O 1.29KN o o oO
AT-section is the cross section of a loaded beam as shown. Given: U1-32 kN/m; M1 = 100 kN-m; P1=120 kN a.) Draw the shear diagram using graphical solution b.) Determine maximum shearing stress. c.) Determine the shearing stress at the junction of the T-section. 200 mm 32 M- 100 P-120 16 ト 4"L 6 m) 20 mm CS Scanned with CamScanner 100 mm ww Os
1. The flanged steel cantilever beam with riveted bracket is subjected to the couple and two forces shown, and their effect on the design of the attachment must be determined. Replace the two forces and couple by an equivalent couple M and resultant force R at A. (20 pts) 2 kN 0.5 m 1.5 m 70° J0.15 m 10.15 m JA 500 N-m 4 1.2 kN
A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 25 kN/m A D В C- -3 m-- --10 m- -4 m-| EI = constant E = 200 GPa I = 500(106) mm4
Problem 4-145 4-145. Replace the loading by an equivalent resultant force and couple moment acting at point O. Given: 8 kN/m 5 kN/m Find: 1.5 m -0.75 m 0.75 m Solution
A 72 2 (a) 8 W+ W 2 (c) 2 2W+ с W) 2 T 72 30⁰ A beam AB of length 1 and weight w supports a load W at its free end B and is hinged at its end A. A wire CD supports the beam at the mid point C making an angle of 30° with the horizontal. What is the value of tension T in the wire CD? D B W (b) 4 (2W + w) (d) 4 W+ W 2
Calculate the maximum tensile and compressive stresses in the section of BC of the beam. 75 mm 75 mm Empedopre|72 -75 mm 150 mm 50 mm EN SAMA 00 kN B 1.0 m 60 kN -1.5 m-> rode D 1.0 m
2. Determine the reactions in the supports and draw the shear diagram. siatb mSTgcib 18ode orlt mi soTA 2 k/ft 75 k A Ja IP . -15 ft--15 ft- 30 ft- n oinbim to a ebim oris i BOTA+S 31 E = constant + 0001) t di 8T.00.
Solve ALL FORCES and DRAW THE SHEAR FORCE (V-D) AND BENDING MOMENT (M-D) COMPLETELYOF the following beam COMPUTE THE MAXIMUM BENDING STRESSin COMPRESSIONAND TENSION. - The shown beam has a T-section built up by two plates: 100 mm x 40 mm plate as flange and 100 mm x 30 mm plate as web. 4 kN/m A B- 3 m 3 m Please compute MANUALLY for verification of myanswer. Thanks!
lho H.W.2: 1,200 mm The load P produces an axial strain of -1,800 pe in post (2). Determine the axial strain in rod (1). (1) rigid plate 480 mm bare 1.5 mm 600 7. 100000\ 300 mm 300 mm 600 mm (2) S. 1,0 8 11 2,09 4 1, nd supported by two rods at A and- E naliad After load Pis applie
Proble m Ana ly ze th e sta tic a lly in de term in a te beam shown by the moment- d is trib u tio n m e th od. Draw shear and bending -moment diagrams. ske tch of th e de fo rm e d struc tu re not needed. 12 ft 28 ft Ac 2 lc A AD B 3 lc 3 lc 4 0 ft 20 ft 4 0 ft P(k) w (k/ft) 55.4 5.9
Подборки Безопасный Инструменты t of constant stiffness, round section, left edge of which is r f Jaded with concentrated moment M in sections B (M= 20 kN.. To Cutermine tr minimum torque value Mx in the section D. n secto D. 1)0 kN-m 2)1 N-m 3)20KN-m 4)30 kN-m 738x 433 CChegg 典