B. Show that the strut is in compression. Knowing that the allowable shear stress for bolt at C is 85 MPa, check if the bolt is safe to be used. Determine the allowable maximum compressive force in strut based on allowable shear stress in bolt at C.

B. Show that the strut is in compression. Knowing that the allowable shear stress for bolt at C is 85 MPa, check if the bolt is safe to be used. Determine the allowable maximum compressive force in strut based on allowable shear stress in bolt at C.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.4.5P

See similar textbooks

Related questions

Q: mine the load in each member and identify if it is n or compression, where P= 20 kN

A: Given:- P=20kN To find:- load in each member

Q: Q: Design a base plate for the column W s x 67, which is carried an axial compressive service load…

A: Geometrical properties of the base plate. Calculate factored loads on the column. Find the area.…

Q: Using the transformed-area method, determine the allowable resisting moment of the section shown.…

Q: A 400 mm x 600 mm rectangular tied column is reinforced with eight 28-mm Ø spaced symmetrically as…

Q: For the beam with cross-section shown, the allowable flexural stresses for tension and compression…

A: TF1=20, BF1=3x20=60, Tw=20, Dw=8x20=160, TF2=20, BF2=10x20=200, D=a+8a+a=20+160+20 = 200

Q: F E B 3.2 KN 2.0r G 2.0 m 8 KN H A 1.5m 1.5 m 1.5m 1.5 m

Q: Situation 11. An overhang beam is loaded as shown below. The beam cross-section was built by…

A: Overhang Beam : Overhanging beam is type of beam in which the beam extends beyond the end support of…

Q: A horizontal tension member is to be constructed of two pieces of plastic glued along the incline pq…

Q: A rectangular beam has a width of 18 inch and effective depth of d = 22.50 inch to the centroid of…

Q: Where is/are the location(s) of the maximum compressive flexural stress? A simple I-beam is loaded…

A: A loaded beam is given and it has been asked to determine location of maximum flexural compressive…

Q: A stainless steel tube with an outside diameter of 60 mm and a wall thickness of 5 mm is used as a…

Q: prestressed beam has a width of 300mm, total depth of 600 mm, and a simply supported span of 12m.…

Q: Determine the allowable compressive stress of the column if it is fixed at both ends.…

A: Given: Area End conditions Length Modulus of elasticity Moment of inertia To find:…

Q: olumn ABC has a uniform rectangular cross-section with b = 12 mm and d = 22 mm. The midpoint C of…

A: step 1-

Q: 1. A vertical column with pinned ends is subjected to an end load P. The column has a radius of…

A: Given:- Both the ends of the columns are pinned The radius of gyration of the column = r = 150 mm…

Q: a. Compute the axial load of member BF. b. Compute the shear load of member GH. c. Compute the…

A: Assumption made in portal method: Inflexion point occur at mid ht of each column & beam.…

Q: 1.) The beam has a width of 300 mm, an overall depth of 600 mm, and an effective depth of 520 mm.…

Q: Determine the maximum height h from which an 80-lb weight can be dropped onto the end of the A-36…

A: Given Data: The weight of the object is W=80 lb. The length of each span of the beam is L=10 ft The…

Q: The beam shown below has a cross section of channel shape with width b=200 mm and height h=80 mm,…

Q: For the beam subjected to the loadings as shown, determine the following: 52 kN 40 kN/m 2m 4m B 2m C…

A: a. draw the shear and moment diagrams specifying values at all change of loading positions and at…

Q: Situation

Q: Compute the location and maximum value of elastic equation curve for the beam loaded as shown. a

Q: Problem No. 6 The steel framework is used to support the reinforced stone concrete slab that is used…

Q: Determine the elongation of the tapered cylindrical aluminum bar caused by the 30-kN axial load. Use…

A: Given that: Load on the section, P = 30 kN Modulus of elasticity, E = 72 GPa…

Q: the given section of beam is at point of maximum moment of the beam loaded shown. use n=8 ,…

Q: 1. The structural I-beam supporting a floor load of 4.6 kN/m2. The beam meters and are simply…

Q: The member of the structure weights 200 lb/ft. Determine the smallest diameter pin inches that can…

Q: An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2)…

Q: The W10 x 22 wide flange shape steel column AB is pinned on one end and fixed on the other end. Use…

A: step 1-

Q: The cantilever beam shown below has the cross-section on the right portion. If the allowable…

Q: For the beam with cross-section shown, the allowable flexural stresses for tension and compression…

Q: Q9. For the post and loading determine the state of shown, 120 kN 50 mm 75 mm 50 mm combined…

A: Area of cross section A=150×100=15000 mm2Axia force P=120 KNforce in Z direction…

Q: A horizontal tension member is to be constructed of two pieces of plastic glued along the incline pq…

A: Given data, Inclination angle with horizontal = 30° Tensions stress = 5 Mpa Shear stress = 3 MPa…

Q: Determine the concentrated load at midspan that can be added if the uniformly distributed load ω is…

A: Given : Free Body Diagram (FBD) of Beam :

Q: For the overhanging beam, determine (a) the value of Ely under the 24 kN load; and (b) the maximum…

Q: Consider the cross-section below. With l = the calculated permissible spacing between the…

Q: Determine the maximum tensile or compressive stresses in the beam due to bending. The section has a…

Q: A wood beam AB on simple supports with spanlength equal to 10 ft is subjected to a uniform load…

A: Given:- Wooden beam AB To find:- a)lightest beam b)verify selected beam is satisfactory

Q: maximum flexural stress on the beam in MPa.

A: Given: Simply supported beam with a overhang carrying udl along its entire length. To determine: The…

Q: 4) The beam shown is under simple tension and has a circular section. What are the normal stresses…

A: A beam with circular cross section is provided in the question which is under simple uniform…

Q: The frame shown is subjected to lateral loads of 30 kN and 15 kN acting at joint C and B…

A: Question is based on the frame subjected to shear force . Magnitude of load and length of members…

Q: Q1. Determine the maximum tensile stress og and maximum compressive stress o, due to the load P…

A: as per the our guidelines we are suppose to solve only 1 question prepost . if multiple question…

Q: H.w:: Draw the Sheer stress elistribution for the beam Cross- Section shown. Knowing that, Q=150KN.…

Q: For the image above, find the shear force and bending moment diagram. Show calcs for all your…

Q: 3- Calculate the moment carrying capacity of the beam shown? Choose the rec reinforcement to carry…

A: What is the moment carrying capacity of the depicted beam? Choose the appropriate steel…

Q: Prob. 6- CB 8 kN 8 kN B |45° 45° 60 E L D

Q: ft, LcD = 4 ft, LDe= 2 ft, Pc= 2100 lb, Pɛ = 1750 lb, wWaB ' e entire 16-ft length of the beam and…

Q: Situation

Q: The AD beam, which is fixed at left end, is under various loads as shown below. a) Draw internal…

A: NFD = Normal Force Diagram SFD = Shear Force Diagram BMD = Bending Moment Diagram

Q: An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2)…

Question

-1.2 m-
-1.2 m-
OB
A
0.9 m
P
D
Beam AB
Bolt at C
Strut CD
Figure 2
Figure 2 shows a rigid beam ACB supported by a strut CD. A load P=7.5 kN is applied at
B. Show that the strut is in compression.
Knowing that the allowable shear stress for bolt at C is 85 MPa, check if the bolt is safe to
Determine the allowable maximum compressive force in strut based on
be used.
allowable shear stress in bolt at C.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1:- Determination of force in Strut CD

VIEW

Step 2:- Determination of size of bolt

VIEW

Step 3:- Determination of Maximum allowable compression force on basis of bolt strength

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 3 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

c) The three suspender bars are made of A-36 steel and have equal cross-sectional areas of 450 mm² .Determine the average normal stress in each bar if the rigid beam is subjected to the loading shown. A B C 80 kN 2 m 50 kN D E F -1m--1m--1 m--1m-|
Where is/are the location(s) of the maximum transverese shear stress? A simple I-beam is loaded as shown. 20 mm P KN PKN PKN Į Į -C B с D L/4 m L/4 m Midspan at point C Roller at E at the NA Section B at the top fiber Pin A at point C Midspan at point D Roller E at point D L/4 m L/4 m OE 20 mm 20 mm- 250 mm 150 mm 150 mm A
a. Draw the FBD b. Determine the value of P c. Determine the bearing reaction at A. D P. RA E 60° 25" C Az 14" 210 lbs -- - 20
SOLVE FOR THE FORCE IN ALL MEMBERS OF THE TRUSS. SHOW SOLUTIONS CLEARLY USING METHOD OF JOINTS AND WRITE WELL. 0.8m 2.4m A BD BD 3 KN MEMBER AB AC BC BE BF EF GE FG 2m Av(REACTION @ hinge) Gv(REACTION @ roller) C 1m 10KN B 1m 8KN 3.5m SUMMARY OF RESULTS FORCE E 8KN 1m F 2.4m 6KN G NATURE(T or C)
Bearing P plate Let the allowable stresses in the post be ost=120MPaand oco=6MPA. Compute the maximum safe axial load P that may be applied. The moduli of elasticity are 200 GPafor steel and 14 GPafor a concrete. Each steel bar has cross-sectional area of 900mm2. Steel - Concrete - 300 mm 300 mm
1-2-8 The four struts at A, B, C, and D all have the same cross-section. Find the minimum diameter of the struts knowing that the ultimate normal stress is 58 ksi and the factor of safety is 3. 36in C 3000b 36in 24in 108in B 9000⁰ D Answer(s):
AT:Design the steel reinforcement for flexural for the beam shown in the kN fig.below The dead load on the beam is 100 (not include self weight) & the live load is 200KN. useØ25mm& Use effective cover in top& bottom=60mm, use fc' = 27.6 Mpa, fy= 414Mpa. Ptive=200KN kN D.L= 100 d= 550mm 275mm 3m Зт
10/... find the shear stress in bolts 5 1) 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 110 MPa. 127 MPa. 509 MPa no one O 300 mm 8 mm
Determine (a) the shear stress in the rivets and (b) the thickness "t" of the steel plate if the allowable bearing stress between the rivets and the plates is 110 MPa. 5-12 mm ø 50 KN 200 mrm o o o 50 KN 50 KN-C 50 KN
A traffic light signal pole is subjected to the weight of each traffic signal 45 lbs and the weight of the road lamp 55 lbs . The weight of lateral arms is included in the signal and lamp weights. The people is fixed and the base and is made of round structural steel section HSS 14.000 x 0.25. The details of the pole section may be obtained form the Manual of American society of steel Construction (AISC Steel Manual). Analyze the principle normal stresses and the maximum shear stresses on elements A and B located at the base in the pole as shown in the sketch below.
A flanged cross section is Used to suppaut the lcads shown on the beam on the ext page. The dimen glons oF the ghape are given. Congider the entire om length g Hhe beam and defermine. a:) he maximum tengion bending stres at along he beam and, any location B) te maximum compreggion ben ding stress at any Jocatien along the beam. 20am l00 mm 4.5 YN JOmm Is kN Im 310 mm 270mal AI 1. 5m 1.2m 1o mm 20nm
The lap joint shown is fastened by 20mm diameter rivets. Calculate the maximum safe load P that can be applied if the shearing stress in the rivet is limited to 96MPA and the bearing stress is limited to 124 MPa. Assume the Applied load is uniformly distributed among the four rivets. 22mm P 100mm