For the load group and influence line shown, P₁ = 32 kips, P2 = 32 kips, P3 = 8kips, a = 14', and b = 14!. The influence line is for V40- = shear just left of 40'.Determine V40-in kips to two decimal places when the force P₁ is at 8. Use thecorrect sign.-1100.5152030-140P₁ P₂| | Pab

Given Load 32, 32 and 8 kipsSpan 40ILD of shear forceTo find out Shear force at 40

Answered: For the load group and influence line…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

For the load group and influence line shown, P₁ = 8 kips, P₂ = 32 kips, P3 = 32 kips, a = 14', and b = 18'. The influence line is for V40 = shear just left of 40'. Determine V40- in kips to two decimal places when the force P₁ is at O'. Use the correct sign. 0.5 40 15 P3 30 P₁ P₂ α 1 10 20 1 b
For the load group and influence line shown, P₁ = 8 kips, P₂ = 32 kips, P3 = 32 kips, a = 14', and b = 18'. The influence line is for V40 = shear just left of 40'. Determine V40- in kips to two decimal places when the force P₁ is at O'. Use the correct sign. -1 16 0.5 15 20 30 1 P₁ P₂ a b P3
For the load group and influence line shown, P₁ = 32 kips, P2 = 32 kips, P3 = 8 kips, a = 14', and b = 14!. The influence line is for V40- = shear just left of 40'. Determine V40-in kips to two decimal places when the force P₁ is at O'. Use the correct sign. - 1 10 0.5 15 20 30 -1 yo P₁| P₂|| h P3
CE - PC 311 - STRUCTURAL THEORY Plate No. 10 - Analysis of Statically Indeterm in ate Beam s 1. By the moment-area m e thod c a lc u la te th e slopes of the e la stic curve at A, B and C and the vertic al de fle ctio n at C of the sim p le beam. E = 30,00 0 k/in and I = 300 in *. 2 Refer to th e fig ure b e lo w. AIl decim a ls m ust be inclu ded, do not round o ff answers. A Il figures must be in c luded and drawn straight. Curves may be done freehand. Sum marize your ans wers as shown below. Required V a lu es Answer B A X 1 X 2 X 1 X 2 kip ft ft 15.8 5 15 B.
For the load group and influence line shown, P₁ = 8 kips, P₂ = 32 kips, P3 = 32 kips, a = 14', and b = 18!. The influence line is for V40- = shear just left of 40'. Determine V40- in kips to two decimal places when the force P₁ is at 8'. Use the correct sign. - 1 × -20.8 16 0.5 15 20 30 -1 ५० P₁ P₂ P₂ α b P3
SITUATION. The tower for a transmission line is modeled by the truss shown. The crossed members in the center section of the truss may be assumed to be capable of supporting tension only. Given: P=2.8kN 0=15⁰ a=3m b=3m c= 5m 5 panels@(a)m each F E b G B b b C a Q Zoom image Compute the force on member CL P
Problem 4: A high-strength steel wire CD is restraining an angle bracket ABC which supports a load P at A. Diameter of wire CD is 1/8 of an inch and the diameter of the pin at B is 1/8 of an inch. Determine the tensile stress in wire CD and the direct shear stress in the pin at B. 150 P=300lb. -5 in- dw ↓ 1 4 in. D View a-a of B
Problem 5 The right-angle bar is supported by a pin at B and a roller at C. what is the maximum safe value of the load P that can be applied if the shear stress in the pin is limited to 20000 psi? the 3/4 in diameter pin is in double shear. ANS: P = 19770 lb-f A 10 in. B 30° P 12 in. C
calculate the location of the centroid, the second moments and product of area for the cross- section if; D = 67 mm, B = 41 mm & t = 2.41 mm A L Test beam A Strain gauge W (a) Unsymmetrical cantilever beam with weight applied at the free end and at the "shear centre", so that there is no torsion induced. Section A-A Strain gauge 1 Strain gauge 2 b Strain gauge 3 a B (b) Location of Huggenberger strain gauges From these, calculate the orientation and position of neutral axis for pure bending in the vertical plane (i.e. bending about a horizontal axis).
Problem #2 A 185 N V/N M/Nm 4 m 75 N B 50 N/m ↓↓↓↓ 6.m MAY 30 E C 120Nm 2m M D 190 N tv A 12 m beam is pin supported at A and roller supported at D. The support reactions at A and D are shown in the figure. There is a distributed load of 50 N/m from B to C Additional point load of 75 N at B. Couple moment of 120 Nm at C. Draw the shear force and bending moment diagrams for the beam. Carefully label all critical distances, shear forces and bending moments. You may use any method. Show calculations Ը NA N MacB
Problem 4: A high-strength steel wire CD is restraining an angle bracket ABC which supports a load P at A. Diameter of wire CD is 1/8 of an inch and the diameter of the pin at B is 1/8 of an inch. Determine the tensile stress in wire CD and the direct shear stress in the pin at B. dw C 4 in. dp B 15° 5 in: View a-a of B P = 200 lb.
The symmetrical beam cross-section shown is loaded by a transverse shear force V 25 kip. Calculate the maximum transverse shear stress acting on the sec- tion. ΝΑ -+-1 in.|-- H V 6 in. 1 in. - 1 in.|-—_ 6 in.

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS