Determine the bending moment 2.25 m to the right of point A for the beam shown below if P = 1705 N, T = 3205 Nm, a = 0.95 m, b = 0.97 m, and c = 1.15 m. Round of the final answer (in N m) to four decimal places

Determine the bending moment 2.25 m to the right of point A for the beam shown below if P = 1705 N, T = 3205 Nm, a = 0.95 m, b = 0.97 m, and c = 1.15 m. Round of the final answer (in N m) to four decimal places

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.2/The rigid beam shown in Figure 2 is supported by a pin at A and wires BD and CE. If the load P…

Q: Q4] Determine the value of that may cause the pinned column AB in the structure of Fig. (4) to…

Q: Fill the blanks for the following points: 1- We find the undrained cohesion of the soil using 2- The…

A: 1. We find the undrained cohesion of the soil using Triaxial test. 2. The case of a moving load…

Q: 10. Determine the cross-section of a rectangular beam loaded as shown in the figure if the allowable…

A: Shear stress and bending stress The outcome of a load applied perpendicular to a member is normal…

Q: A building shown in Fig (2) Its carries a live load of w₁ =3.5 KN/m², W₁=0.75 KN/m² (not including…

A: Self weight of beam = 0.3 x 0.4 x 1 x 24 =2.88 KN/m2 total dead load = 3.5+2.88 = 6.38 KN/m2 Design…

Q: Determine the moment of inertia of the shaded figure about the x-axis and y- axis (Ix and ly) and…

A: Need to find Ixx and Iyy

Q: (h) The ordinates of a 2-h unit hydrograph are given below. Time (hrs) 0 2 2-h UH ordinates 0 25 4 6…

A: Given data:- Below table is given; Time (hrs) 0 2 4 6 8 10 12 14 16 18 20 22 2-h UH ordinates…

Q: conclusion about solid waste, liquid waste and gastreous waste

A: Answer :- Conclusion about Solid waste are :- 1. Incinerated polymers can be used to generate…

Q: A B 60 cm Ra 122 cm C₁ D 166 kg-m 30 cm 30 cm E Re

Q: Answer the followings : Q1/ a- Why we do triaxial test ? b-What is unique regarding this test that…

A: a) Triaxial test is performed mainly to find out the shear strength of the soil and some of the…

Q: 5. Determine the required length of 175 mm x 325 mm cantilever beam that could carry a varying load…

A: The given data is: Rectangle beam, b*d=175 mm*325 mm Allowable flexural stress=4.8 MPa…

Q: Q.1) Use the British method to design an air-entrained concrete trial mix with a wolume of (0.07)…

A: Given that :

Q: 13. Determine the safe concentrated load that the 175 mm x 375 mm simple beam could carry over a…

Q: A simply supported wood beam is reinforced with a steel plate of width b as shown in the figure. The…

Q: -2m- 1.5m-1.5m Steel A = 900 mm² E = 200 GPa L = 1.5 m FIG. P2.65 Bronze A = 300 mm² E = 83 GPa L =…

Q: Determine the velocity of each block 2 s after the blocks are released from rest. Neglect the mass…

A: Determine the velocity of each block 2 s after the blocks are released from rest. Neglect the mass…

Q: 20kn/m 37.784480 A 11.336k 3m 16.25kn/m 16.25km • A B G ↓ ↓ ↓ ↓ 326126 sm →→2 43,049kn 48.5297kn…

Q: 5. Two C310x45 channels are latticed together so they have equal moments of inertia about the…

A: Given values, 2 C 310 *45 channels, E = 200 GPa Proportional limit of 240 MPa Length = 12 m FOS =…

Q: Directions: Show your solutions explicitly, i.e., do not just write the final answer. Always…

Q: Example Draw S.F.D. and B.M.D. SOKN 50KN вщиния •30KN.M -3M 3m d پیسے 12m • W = 10 KN/m )

Q: A field pumping test was conducted from an aquifer of sandy soil of 4 m thickness confined between…

Q: For the beam shown, calculate the magnitude of the bending stress (in psi) at a point 0.8 in from…

A: Since the loading is symmetrical about the centre (D) hence support reaction will be RB = R E =…

Q: A field pumping test was conducted from an aquifer of sandy soil of 4 m thickness confined between…

Q: For a constant specific energy of 1.20 m in a rectangular channel 3 m wide, calculate the critical…

A: This question is from fluid engineering Specific energy is 1.20 metre in with the channel is equal…

Q: 2.21 The rigid bars ABC and CD are supported by pins at A and D and by a steel rod at B. There is a…

Q: Explain why we need to use the smooth surface of the cubes for compressive strength testing. What…

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

Q: A triangular concrete-lined channel (n=0.017) has a constant mild bed slope of 0.0015, side slopes…

Q: Q1/ Draw the distribution of the effective stress for section A-A in the following soil profile: A…

Q: A steel I beam is suppose to be used as a beam, however, it was found out that the cross section…

Q: Find the moment of inertia (lx, mm) of the composite shape from the bottom base. Type answer in two…

A: Divide the area into three parts. Then using parallel axis theorem the moment of inertia of whole…

Q: If a river in an alluvial plain has a dominant discharge of 8100 cumecs, the water way for this…

A: Given Dominant discharge = 8100 cumecs Required the water way for this bridge in the absence of…

Q: 150 mm 350 mm 2 m + 1 24 KN/m 5m 15 3 8 KN +

Q: SITUATION 10: Water is flowing at a depth of 1.5 m in a 3 m wide rectangular channel having n=0.013…

Q: For the retaining wall below, determine the total active force per unit length of wall using Rankine…

A: Given data in question Angle of internal friction Height Sand Unit weight To find out Total…

Q: 1. For the graph represented by the drawing below, find e2 US V4 a. the degree of all the vertices…

Q: The strut is supported by a pin at C and an A-36 steel guy wire AB. If the wire has a diameter of…

Q: If If a point load acting at the mid span of a fixed beam of uniform section produces fixed end…

A: given Fixed with of uniform section-fixed end moments FEM=60 kNm

Q: shown in figure (2). Draw the shear-force and bending-moment diagrams for this beam.

Q: 1. Find NB: Choices are 22.3, 12.04, 23.6, or 13.53 kN 2. Find NA: Choices are 7.54, 14.00, 6.05,…

A: Given: The mass is 1996 kg. The coefficient of kinetic friction is 0.37. Consider the figure,

Q: 2. A load P is supported by two steel springs arranged in series as shown. The upper spring has 20…

Q: Q2: Determine the state of stresses at point A on the cross section of the pipe shown in Fig. D=50mm…

Q: PT1 PT2 PT3 PT4 00+200 PT5 PT6 PT7 PT8 00+300 00+400 00+500 00+600 00+700 00+800 00+900 01+000 5.389…

Q: Q: The table below represents the elevation-area curve for a res 32 000 000 m², the elevation of…

A: By trapezoidal formula h=intreval of elevation =2 elevation (m) Area (km/square) Equation…

Q: (c) Thiessen polygons constructed for a network of rain gauge stations in a basin yielde- Thiessen…

Q: Design the steel reinforcement for short column(400x600mm) under the load Pu=1500KN use d-500mm&…

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

Q: Determine the slope and the deflection of end B of the cantilever beam using Area-Moment Method. El…

Q: For the system shown start from rest. Neglect all frictional forces, which of the following…

Q: 100KN 20 kN/m 1 If 4m 2m 5m t 20 KN 1.5m

Q: A wood beam carries the loading shown in the figure. Determine the smallest allowable width b of the…

Q: Draw "Mohr’s circle" that describes each of the following states of stress.

A: Given Required Mohr circle of the given stress state.

Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

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

Verticle load is 258 kN as opposed to 25*8kN - Apologies
Ans. 1.941m/s I need solution #hydraulics
Compu the ff. 1. Location of Maximum defelction 2.Slope at point a and b 3. Maximum deflection
W1 = 10 kN/m P2 = 60 kN a = 2 c = 5 M1 = 35 kNm
TR, H. Wi Determine the mo Ans:307cm*
SHOW SOlution Ans. F= 733.16kN 1.844m from the bottom of the tank parallel to the gate
Pb. 4.4
Show complete solution MN = 61 kN-m SN = 73 kN-m
Lst answer waswrong solve properly for no downvote
A steel propeller shaft is to transmit 4.5 MW at 3Hz without exceeding a shearing stress of (50x60)MPa or twisting through more than 1 degree in a length of 26 diameters. Compute the proper diameter if G= 83 GPa.
ASAP USE P=4
A steel propeller shaft is to transmit 4.5 MW at 3Hz without exceeding a shearing stress of 850 MPa or twisting through more than 1 degree in a length of 26 diameters. Compute the proper diameter if G= 83 GPa.