6 (4) Figure Q4 shows a 10m long beam, loaded at position A (x=0m) with 24kN and a UDL of 10kN/m spanning from position B (x=1m) to position C (x=5m).There is a reaction force of RB-57kN at position B and a further reaction force of RD=7kN at position D.Calculate the Shear Force value (using the sign convention given to you in the module's formula book) at a position of x=2.2m.State your answer in kilo-Newtons to one decimal place.24 kNABto1mUDL= 10 kN/mRB=57kNX = ?4mC4mDE1mRD=7kN

Answered: Image /qna-images/answer/807c343a-912c-4173-8d70-39132e580623.jpg

(4) Figure Q4 shows a 10m long beam, loaded at position A (x=0m) with 24kN and a UDL of 10kN/m spanning from position B (x=1m) to position C (x=5m). There is a reaction force of RB-57kN at position B and a further reaction force of Rp=7kN at position D. Calculate the Shear Force value (using the sign convention given to you in the module's formula book) at a position of x=2.2m. State your answer in kilo-Newtons to one decimal place. 24 kN ↓ A 1m UDL = 10 kN/m M B RB-57kN X = ? 4m C 4m DE 1m RD=7kN

(4) Figure Q4 shows a 10m long beam, loaded at position A (x=0m) with 24kN and a UDL of 10kN/m spanning from position B (x=1m) to position C (x=5m). There is a reaction force of RB-57kN at position B and a further reaction force of Rp=7kN at position D. Calculate the Shear Force value (using the sign convention given to you in the module's formula book) at a position of x=2.2m. State your answer in kilo-Newtons to one decimal place. 24 kN ↓ A 1m UDL = 10 kN/m M B RB-57kN X = ? 4m C 4m DE 1m RD=7kN

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

A wooden beam is loaded by a concentrated load P = 2000 N and supported by boundary conditions as shown in Figure Q5(a). The cross-section of the beam is shown in Figure Q5(b). Given that LAB = 2100 mm, LBC 2900 mm, Bo=10 mm, = 20 mm, and H = 240 mm, ho=200 mm, h₁ =20 mm, determine the following quantities below: B₁ = Notes: Sign of forces and moments: We define the coordinates below in the question. We assume (1) the positive direction of a vertical force points downwards; (2) the positive direction of a horizontal force points to the right; and (3) the positive direction of a moment is anti-clockwise. Decimal points: any decimal points are fine (typically 2 decimal points) and all the numerical questions have a 10% error tolerance. Method marks: Method marks are considered using adaptive marking. The error will be carried forward, even if your answers to the first few questions are wrong, you can still get marks if the methods for the following questions are correct. Steps are also…
A wooden beam is loaded by a distributed load ww = 8 N/mm as shown in Figure Q4(a). The cross-section of the beam is shown in Figure Q4(b). Assume that LABLAB = 2400 mm, LBCLBC = 2600 mm, WW=200 mm, B0B0 = 10 mm, and HH = 240 mm, h0h0=30 mm. Units: use N, mm, MPa as consistent units for all calculations. Decimal points: any decimal points are fine and all the numerical questions have a 10% error tolerance.
A wooden beam is loaded by a distributed load w = 8 N/mm as shown in Figure Q4(a). The cross-section of the beam is shown in Figure Q4(b). Assume that LAB = 2400 mm, LBC = 2600 mm, W=200 mm, Bo = 10 mm, and H= 240 mm, ho=30 mm. Units: use N, mm, MPa as consistent units for all calculations. Decimal points: any decimal points are fine and all the numerical questions have a 10% error tolerance. Steps: Fill the gaps in the "steps" to get some marks from the working-out process. Adaptive marking is still used. (а) (b) w hot Bo H LAB LBC Cross-section W Figure Q4: (a) A wooden beam is loaded by a distributed load, (b) cross-section of the beam.
A wooden beam is loaded by a distributed load =5 N/mm as shown in Figure Q4(a). The cross-section of the beam is shown in Figure Q4(b). Assume that LAB=1700 mm, Lục = 3300 mm, W=180 mm, By = 20 mm, and H = 210 mm, ha-20 mm. Units: use N, mm, MPa as consistent units for all calculations. Decimal points: any decimal points are fine and all the numerical questions have a 10% error tolerance. Steps: Fill the gaps in the "steps" to get some marks from the working out process. Adaptive marking is still used. (a) (b) hoi Bo Lan Cross-section Figure Q4: (a) A wooden beam is loaded by a distributed load, (b) cross-section of the beam. b) Calculate support reactions in A and C, remember the sign of the force. Reaction force at point A: x direction: X4= N, y-direction: Y= Reaction force at point C: xdirection: Xe N, y direction: Ye
A wooden beam is loaded by a concentrated load P = 5000 N and supported by boundary conditions as shown in Figure Q5(a). The cross-section of the beam is shown in Figure Q5(b). Given that LAB = 2100 mm, LBC = 2900 mm, Bo=10 mm, B₁ = 40 mm, and H = 220 mm, ho=160 mm, h₁ =30 mm, determine the following quantities below: Notes: Sign of forces and moments: We define the coordinates below in the question. We assume (1) the positive direction of a vertical force points downwards; (2) the positive direction of a horizontal force points to the right; and (3) the positive direction of a moment is anti-clockwise. Decimal points: any decimal points are fine (typically 2 decimal points) and all the numerical questions have a 10% error tolerance.
A wooden beam is loaded by a distributed load w = 5 N/mm as shown in Figure Q4(a). The cross-section of the beam is shown in Figure Q4(b). Assume that LAB = 1600 mm, LBC = 3400 mm, W=190 mm, Bo = 20 mm, and H = 200 mm, ho=40 mm. Units: use N, mm, MPa as consistent units for all calculations. Decimal points: any decimal points are fine and all the numerical questions have a 10% error tolerance. (а) (b) hot Bo H LAB LBC Cross-section W Figure Q4: (a) A wooden beam is loaded by a distributed load, (b) cross-section of the beam.
A wooden beam is loaded by a distributed load w = 5 N/mm as shown in Figure Q4(a). The cross-section of the beam is shown in Figure Q4(b). Assume that LAB = 1600 mm, LBC = 3400 mm, W=190 mm, Bo = 20 mm, and H = 200 mm, họ=40 mm. Units: use N, mm, MPa as consistent units for all calculations. Decimal points: any decimal points are fine and all the numerical questions have a 10% error tolerance.
A wooden beam is loaded by a distributed load 5 N/mm as shown in Figure Q4(a). The cross-section of the beam is shown in Figure Q4(b). Assume that Lan=1700 mm, Lc 3300 mm, W=180 mm, B = 20 mm, and H= 210 mm, hy=20 mm. Units: use N, mm, MPa as consistent units for all calculations. Decimal points: any decimal points are fine and all the numerical questions have a 10% error tolerance. Steps: Fill the gaps in the "steps" to get some marks from the working out process. Adaptive marking is still used. (a) (b) w hol Bo Lục Cross-section Figure Q4: (a) A wooden beam is loaded by a distributed load, (b) cross-section of the beam. Qa a) Determine the 2 moment of area of this cross-section in Figure Q4b)?
Find the global stiffness matrix, displacement at node 1&2, reaction forces at 1&4, and force in spring for the following figure shown below. N ki=90 mm k2=1800, mm N k3=80, P=600 N and mm U1=U4=0 k, k, P ks 1 2 4
A wooden beam is loaded by a distributed load w = 6 N/mm as shown in Figure Q4(a). The cross-section of the beam is shown in Figure Q4(b). Assume that LAB = 1900 mm, L BC = 3100 mm, W=200 mm, Bo = 30 mm, and H = 200 mm, ho=20 mm. %3D Units: use N, mm, MPa as consistent units for all calculations. Decimal points: any decimal points are fine and all the numerical questions have a 10% error tolerance. Steps: Fill the gaps in the "steps" to get some marks from the working-out process. Adaptive marking is still used. (a) (b) W hol Во H B LAB LBC Cross-section W Figure Q4: (a) A wooden beam is loaded by a distributed load, (b) cross-section of the beam.
: A beam is 10.5 m in length and loaded as shown in Figure Q4. If the deflection in the mid-distance between A and B is 3 mm, find the value of flexural rigidity (EI). Find also the value and location of the maximum deflection. 3 kN 2.5 m A 1 kN/m 6 m Figure Q4: Beam Loading B 1 kN 2 m D
Consider the following spring system. ////// m, _with spring constants c = 3 Assume down is the positive direction. Write the stiffness matrix K = 3. • Compute the external force which causes the displacement u = Force =