A simply-supported I-beam is subjected to three 5 kip loads as shown below. The beam is made from three wooden planks glued together. Determine the maximum shear stress developed in the glued joints. 4 ft 5 kip 1.5 in. 8 in. a 1.5 in. 5 kip 1.5 ft 1.5 ft 6 in. 5 kip -3 ft 4 ft- A -2 in. B D

A simply-supported I-beam is subjected to three 5 kip loads as shown below. The beam is made from three wooden planks glued together. Determine the maximum shear stress developed in the glued joints. 4 ft 5 kip 1.5 in. 8 in. a 1.5 in. 5 kip 1.5 ft 1.5 ft 6 in. 5 kip -3 ft 4 ft- A -2 in. B D

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: For the given frame shown, consider the member AB, determine the following 6 kN/m B 4 m A 3 m…

A: To determine the maximum shear and moment in member AB of the given structure. The given problem…

Q: The wood beam supports loads of w = 480 lb/ft and P = 960 lb on span lengths of LAB = 10.0 ft, LBC =…

A: GIVEN: w= 480 lb/ft, P= 960 lb, AB= 10 ft, BC= 5 ft, CD=5 ft, b¹=1 in, b²=4.7 in, d¹=3 in, d²=8.5in…

Q: Refer to the truss shown a. Determine the maximum positive ordinate for member DC. b. Determine…

A: First we will draw the Influence lines for member AB and DC

Q: determine the largest allowable spacing of rivets that join (a) the angle bars and the top plate;…

A: The Working stress of shear and bearing is given as 100 and 250 MPA yu

Q: Q6: Determine Q7: Determine the distance (e') ft? Q8: Determine the strain in compression steel at…

A: Solution: Q6: The minimum eccentricity for a balanced section: emin=0.1h Where; h = long lateral…

Q: A 380mmx520mm beam is reinforced with 5 diameter 28mm steel bars (one layer). Strength of concrete…

Q: A B 400 mm 500 mm 20 mm 40 mm 7 kN/m 3 m 20 kNm 2.5 m 2.5 m 2 m 15 KN A T-beam with the…

A: Given Data Determine a. Second moment of area of cross section. b. Draw the SFD and BMD. c.…

Q: Problem 4 The Fink truss is supported by a hinge at A and by rollers on a 1 to 2 slope at B. The…

A: When two or more forces act on a truss, the resultant force is determined by adding up the…

Q: P2: In the previous problem, determine the force in members DC and DF using method of sections.

Q: Rigid beam AB is supported by three bolts at A and a pin at B. The bolts at A are in double shear…

Q: A simply supported beam has a dimension of 300mmw x 600mmh has a span of 6m. it has a superimposed…

A: Answer Width b = 300 m Overall height h = 600 mm Beam span L = 6 m Superimposed dead load = 30 KN/m…

Q: Determine the forces in each member of the truss. Start to solve from Joint H and also from Joint D…

A: The given truss is shown below.

Q: 2) The strain in the x direction at point A on the A-36 structural-steel beam (E = 29,000 ksi,…

A: Given data : E = 29000 ksi and v = 0.318 Determine : 1 ) The applied load P ? 2 ) The shear strain…

Q: Given the truss and loading shown below, determine the stress at member CD if Py = 18.375 Kips and…

A: Given data in question Span member length Loading Area To find out Stress in CD

Q: Determine the maximum uniform load w that the beam can carry using A-36 steel. The lateral supports…

Q: Channel sections are used as a purlin. The top chords of the truss are sloped at 5H to 2V. Trusses…

A: Given, DL= 750 Pa LL= 1000 Pa WL=1400 Pa Spacing of purlin=1.4 m Spacing of truss=l= 5m Slope= 5H:2V…

Q: y M= 150 kip-in. |-6 in--6 in.- I 2 in. 8 in. C- 60° 2 in.- E

A: Calculating the distance of neutral axis from the top of the section:…

Q: part 4 and 5 please

A: Determinea. Maximum positive and negative bending moment. b. Moment of inertia about centroid…

Q: If the maximum allowable force (tensile or compressive) in members BC in the truss shown known to be…

A: Option C is correct ( P= 36 KN )

Q: normal Ja-25° K → P= AB kN

A: Given data: P=53 KNA=1200 mm2α=25o Calculating normal stress on the plane a-a:…

Q: A howe truss has six panels and each panel is 1m. The span is 6m and height 1.50m. Joints U1, U2,…

Q: What is the maximum absolute shear in the following beam? Use L = 22, a = 3, b = 3, P₁ = 4, P2 = 4,…

Q: Calculate the ultimate moment capacity of the beam whose width is 400mm and effective depth d = 700.…

A: Given:Beam width, b=400 mmEffective depth of the beam=700 mmsteel area in compression =1953 mm2steel…

Q: Find the moment of resistance of the section. The permissible stresses are 10 N/mm2 in tension and…

Q: 3. The frame shown consists of four wooden members, ABC, DEF, BE and CF. Knowing that each member…

Q: 1. A rectangular beam has uniformly distributed dead and live loads along its full length as shown…

Q: Calculate the forces in all members of the truss shown using method of joints...

A: Given : Introduction : Method of joints ? It is a method by which we can determine the unknown…

Q: A beam has a flange width of 810mm and a slab thickness of 50mm. The width of the web section is…

Q: The pin support A and roller support B of the bridge truss are supported on concrete abutments. If…

Q: B 30⁰ P N 10 kN M L 20 kN FV 0 6 panels at 5 m K G 20 kN J 20 kN 30° 10 KN

Q: Determine the principal stresses in the box beam at points A and B. 1200 lb 800 lb 6 in. AH 6 in. B…

Q: Determine the flexural capacity of the given section of beam below. b=260 d=380 d'=80 fc'=27 fy=415…

Q: Calculate the internal forces in the bar GF and GD in a roof truss as shown below. For each bar,…

A: Answer The forces in the bars GF & GD are FGF = -10.62 kN (Compression) FGD = 3.91 kN…

Q: The beam shown below has a cross section of channel shape with width b-400 mm and height h=80 mm,…

A: Given data:

Q: The section of a Super-T prestressed concrete girder is shown below. The girder is simply supported…

Q: e section. The permissib

Q: Find the forces in members EF, KL, and GL for the Fink truss shown. Forces are positive if in…

Q: e the maximum tensile bending stress that occurs in the be at 2L

Q: A 7.5-kN force F is applied to the beam by means of a welded plate at A as shown. Using vector…

A: Introduction- A force is an impact that can cause an object's motion to alter. A force can modify…

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

A simply-supported I-beam is subjected to three 5 kip loads as shown below.
The beam is made from three wooden planks glued together. Determine the
maximum shear stress developed in the glued joints.
5 kip
4 ft
5 kip
8 in.
1.5 in.
a
1.5 ft 1.5 ft
1.5 in.
5 kip
6 in.
-3 ft 4 ft-
A
-2 in.
B
D

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 Data

VIEW

Step 2: Support reaction and shear force

VIEW

Step 3: Location of neutral axis and moment of inertia

VIEW

Step 4: Maximum shear stress at glues joints

VIEW

Solution

VIEW

Step by step

Solved in 5 steps with 6 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

AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 29 kips, w = 2.4 kips/ft, LAB = 5.6 ft, LBc = 5.6 ft, and LCD = 15.6 ft. Determine the magnitude of the maximum bending stress in the beam. P A B D LAB LBC LCD
A 62.6-kN vertical load P is applied at the corner of the square cross section of the steel compression member AB, which is free at its top A and fixed at its base B. Knowing that for the grade of steel used oy=345 MPa and E= 200 GPa, and using the allowable-stress method, determine the smallest allowable dimension d. B D 1.5 m The smallest allowable dimension dis mm.
A rigid beam AB is hinged at A and is connected to an aluminium alloy bar BC at the other end. The beam is also supported on a steel post DE through a rigid bearing at D, as shown is figure. At no load condition, the beam is horizontal and there is an initial clearance 8 = 0.1 mm between the beam and rigid bearing. Determine the maximum permissible load W which may be applied at B if the axial stresses are not to exceed 120 N/mm² for steel and 140 N/mm² for the aluminium alloy. All the connections may be treated as smooth pins. Take E = 2 × 105 N/mm² for steel and E=0.8 x 105 N/mm² for aluminium alloy. A 0.2 m 0.1 m D Rigid beam 8- 0.1 mm Steel post (1500 mm²) E 0.3 m W C B Aluminium alloy bar (800 mm²) 0.4 m
6-49. Determine the maximum tensile and compressive bending stress in the beam if it is subjected to a moment of M = 4 kip. ft. 【0.5 in.¯µ| |-—3`in. 0.5 in. 3 in. 10 in. C D -0.5 in. B M 0.5 in.
anwser 2nd part
anwser part 4
Q4: determine the maximum tensile and compressive stresses acting normal to the beam. 50 mm 10 kN 100 mm 30 kN 6 m 2m B (2
PLEASE ANSWER ASAP THANKS
statics of rigid bodies
Calculate the maximum moment (with diagram) & maximum shear (with diagram)