Determine the design positive and negative moments of the beam shown. The dead and live loads are 28.6 kN/m and 9.4 kN/m for w, respectively and 246 kN and 98 kN. respectively for P. The concentrated loads are at their respective midspans.

Determine the design positive and negative moments of the beam shown. The dead and live loads are 28.6 kN/m and 9.4 kN/m for w, respectively and 246 kN and 98 kN. respectively for P. The concentrated loads are at their respective midspans.

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: Find the hydraulic radius of rectangular channel having wetted area 16 m2 and wetted perimeter 12 m

Q: What are the two main types of Structural Loads? Describe each briefly.

A: To find : Two main types of structural loads .

Q: SITUATION. A truss is loaded and supported as shown below. It is carrying a vertical point load at…

Q: b) A rectangular block of 1200 mm² cross-sectional area is subjected to a longitudinal compressive…

A: The angle given is 40 degrees

Q: draw shear and bending moment diagram. Show completed solution 63.5kN/m B 6 m 41kN/m -3 m-

Q: Determine the total active thrust, in kN/m, for a retaining wall (height 5.12 m.) with horizontal…

Q: 1. 10 ft 30 k -40 k D F Fixed Fixed Fixed 30 ft 30 ft Compute the bending moments, shear forces, and…

Q: 50 kN/m ↓ ↓ ↓ ↓ ↓ ↓ ↓ THAT B 3m 8m 3m Draw the shear and bending moment Diagram. With complete…

Q: 30 kN/m В

Q: Given data : Depth of flow=2 m Velocity of flow=3 m/s g=10 m/s2 Find specific energy

A: Given data : The value of depth of flow Y=2 m The value of flow velocity V=3 m/s The value of…

Q: An airflow at 25-degrees C and 50 kPa with a velocity of 900 m/s is turned by an abrupt 25-degree…

A: Normal shock tables: In aerodynamics, a series of various tabulated data regarding the different…

Q: A compound circular curve has: R₁ = 500m, R₂ = 750m, A₁ = 38° 20', A2 = 41° 30′ St. P.I = (28+50)…

Q: ss of empty can, g 18.3 19.3 Es of empty can + wet soil sample, 51.7 45.7 s of empty can + dry soil…

A: Cone penetration method Step 1 . Determine water content Step2. Calculate liquid limit Liquid limit…

Q: Determine the total active thrust, in kN/m, for a retaining wall (height 5.60 m) with horizontal…

Q: Determine the force in each member of the loaded truss. Discuss the effects of varying the angle of…

Q: Determine the value of friction if normal force is 1200 N and coefficient of friction is 0.462

Q: A vehicle is moving along a straight line having an initial speed of 10 m/s. It is experiencing a…

A: To find the distance travelled after three seconds

Q: much larger than the gutters in Denver. How much larger?

Q: Two bars A and B are each 2 m in length, and each has a mass of 4 kg. In Fig. (a), bar A has no…

Q: The fixed supported frame below carried a uniformly distributed load of 30KN/m along span AB and a…

A: As per the guidelines of Bartleby we are supposed to answer only first three sub-parts of a…

Q: Problem 4 Provide the liquid limit, LL = 75; the plastic limit, PL = 45. The water content of the…

A: Hi! Thank you for the question as per the honour code, we’ll answer the first question since the…

Q: An open rectangular tank 1.5mx1mx1.2m high is completely filled with water when at rest. Determine…

Q: Am 1: The questions vary with the student number. Each student has to solve the questions…

A: E = 200 x 106 N/mm2 rmin = ry = 22.2x1068560 = 50.926 Le = kL = 0.65x3m = 1.95m =…

Q: Problem 6 For the following truss structure, compute: 1. All support reactions 2. Determine any…

Q: Sieve No. Diameter Percent Passing % 4 4.750 97 10 2.000 80 20 0.850 72 40 0.425 43 60 0.250 27 100…

A: We have to find the coefficient of uniformity

Q: The following data relate to a pump-out test: Diameter of well = 24 cm; Thickness of confined…

Q: Draw the axial load, shear and bending moment diagrams for the frame shown. 30 kN/m B C A 1- + 3 m 5…

A: Figure is as shown

Q: A wood beam is strengthened using two steel plates as shown in the figure below. 6 mm 150 mm 6 mm IB…

Q: As a resident of your communityand a parent of two young children, you attend a townmeeting called…

A: The planning and design of all new buildings, roads, and parks in an area in order to make them…

Q: what if would be a Melmetal (800 kg) instead of Munchlax (150kg) ? Draw an M-V diagram for the case.…

A: To draw SFD and BMD

Q: Determine the total time for the liquid in the left tank to stop flo tank thru a 50 mm diam. orifice…

Q: In triangle ABC, b = 17, c = 28, and A = 91°. Find a. O 31 32 33 34 Other: O

Q: statically determinate, or statically indeterminate. If the truss is statically indeterminate, then…

A: As per guidelines we need to answer only first 3 subparts of questions so please repost rest…

Q: Determine the total active thrust, in kN/m, for a retaining wall (height 4.77 m.) with horizontal…

Q: 20. A 17-m thick soil has water table 4 m. below the ground surface. The soil has a void ratio of…

Q: A W 530 x 85 with Fy = 345 MPa is used for the beam and loads of the figure below. Use LRFD of NSCP…

Q: ОА 3 A 4 m 5 4 100 m B

Q: A Compound Circular Horizontal Curve Have :, A ₁ =42° 16`, E ₂ =38.08 m · AZP.CP.1=62°12` AZP. →…

Q: Determine the value of work done if force applied on crate is 12.5 N and displacement of crate is 2…

A: Introduction : The given question is related with mechanics . In this question we are provided with…

Q: describe the traffic situation in your own town/city. Identify the problems in traffic (roads,…

A: It has been observed that lately the traffic situation in our town has been getting worse by the…

Q: A 18-m thick soil has a water table 5m below the ground surface. The soil has a void ratio of 0.59…

A: GIVEN DATA void ratio, e=0.59 specific gravity, G=2.69 Degree of saturation, S=47.05%=0.4705 Angle…

Q: What is the maximum allowable building area (square feet) based on the diagram below and the given…

A: Given data, Office building - Single story VB construction No sprinkler system

Q: (a) location of the maximum deflection from left end of beam (b) maximum Ely value (c) Ely value at…

A: Location of maximum deflection from left end of beam and maximum EIy and EIy at mid span

Q: INSTRUCTIONS: answer the following boxes; some boxes are just dummy; show complete solutions;…

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

Q: A welded steel channel (Manning n = 0.015) is rectangular in cross-section, being 1.55m wide, and is…

A: what is the volumetric flowrate?

Q: A prestressed concrete pile, 482 mm in diameter, is to be driven in a clayey soil. The pile has a…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: Yuri wants to determine the permeability of an aquifer. The aquifer has a test well 300-mm in…

Q: Why does the estimate of probable total cost need to be revised as the project progresses?

A: there are two reasons for revise cost of project as project progress.

Q: Why is it necessary to dry aggregates prior to sieve analysis?

A: Answer : - because aggregate is generally not dried, therefore the aggregate moisture content will…

Q: 2. A 1500 kg car moving on a flat, horizontal road negotiates a curve. If the radius of the curve is…

A: Given data :- Mass of car(m) = 1500 Kg Horizontal and flat curve. Radius of curve (R) = 30 m…

Concept explainers

Dimensional homogeneity

The term dimensional homogeneity means that in an equation, the dimensions of each term on both sides are equal, which means the dimensions of the left-hand side (LHS) of an equation are similar to the dimensions of the right-hand side (RHS). For a dimensionally homogeneous equation, the powers of fundamental dimensions will be identical on both sides of the equation.

Question

(Show a Step-by-step Solution with description for every step)

6. Determine the design positive and negative moments of the beam shown. The dead and
live loads are 28.6 kN/m and 9.4 kN/m for w, respectively and 246 kN and 98 kN.
respectively for P. The concentrated loads are at their respective midspans.
P
3P
W
8.2m
6.9m
A
B
C

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 4 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

PROBLEM 2 For the beam shown, determine the reactions at A, B and D. At B, C and D is a pin and at A is a fixed support. The uniformly varying load has an intensity of .6 k/ft. -6x|| 13k ck ak st D tot
Fine the residual forces acting in a truce with members AC = 1000N(T), EG = 520N (T), ans FH = 1200N (C) aa indicated below. Determine the loads P1, P2 and P3
Prob 01: Wo = 36 Ibs/ft Determine the end moments a) Draw the shear and moment diagram b) Determine the maximum deflection Wo A B h-3 ft- -6 ft
The bridge truss shown carries the following uniform live load and concentrated live load. в с DE A GH I K K S@8m LOAD W(LL) P(LL) 15 110 Calculate the following: 1. Location of the concentrated live load from the right support in order to get maximum force on member BH.
The bridge truss shown carries the following uniform live load and concentrated live load. А в с A B D E 3m K. G S08m W(LL) P(LL) 15 110 Calculate the following: 8. Location of the concentrated live load from the right support in order to get maximum force on member BC. |
Problem 1. Analyze the beam loaded and supported as shown: Ans.: A 40 kN Ans: 2 m 6m B Hinge (a) Determine the maximum shear acting on the beam. 4 m (b) Determine the maximum moment acting the beam. C 2 kN/m 4 m D 8m 30 kN-m
Determine the moments in the beam at A, B. and C. O-15 1. What is MAB in kN-m? 15 Select the correct response: 30 12 kN/m -30 5m
the beam in the figure below is to be loaded with 20kN single axle load, a uniformly distributed live load of 25 kN/m, and a uniformly distributed dead load of 10kN/m. Considering the loads, A. determine the highest negative ordinate of the influence line for the moment at B B. For the beam shown below. determine the highest negative coordinate of the influence line for the shear B C. determine the maximum positive shear at B
3. Compute the support reaction of the beam shown. Support at A is a roller and at B is a hinge. F-2m- 2.5 kN 1.5 kN 30 4 m m 3 kN B
E=207GA CROSS-SEcnON OF BEAM 12kN/m 4ocN Poisson's rafio:a3 OKN A 10. 36 KN S1-37 kN 14.27KN O- Im 1) FINO DETERMINACY DEGREE. OF THE BEAM THE 2)IDENTIFY THE POSITION OF THE BEAM ARISES. WHERE THE MAXIMUM BENDING MOMENT MAXIMUN TENS ILE FROM THIS POSITION , CALCLILATE THE COMPRESS VE STRESS , THE CURVATURE, STRESS, MAXIMLIM TENSILE STRAIN AND MAXIMLIM COMPRESSIUE MAYIMU STRAINI.
Find the maximum positive force in member KL due to a concentrated live load of 16 kN and distributed dead load of 2 kN/m. A В C D E F G 3 m H I J K L 6 panels at 4 m = 24 m %3D
SITUATION. A transmission tower is loaded as shown. -1.80- -1.50- 1.80 с K 1.80 1.80 P1 = 10 KN P3= 16 KN. wwwm → Zoom image Determine the force in member CJ, in kN. P2 = 13 KN A B -1.80- P1 P2 P3