Question: 7. Replace The Loading System By An Equivalent Resultant Force And Specify Where The Resultant's Line Of Action Intersects The Member Measured From A. A 200 Lb 50 Lb -3 Ft — 3 Ft 3 Ft 30° 100 Lb تسجيلLectures in physics pdf.pdf - Foxt ReadermeCommentFil & SignViewFormProtectShareConnectHebO Tel me what you want to do..a Fnda 93.86% -aa SnapShotB Cipboard-TI TFR PageA LinkO Fle AttachmentO FE WidthA Bookmark d Image AnnotationD Audio & VideoS Rotate LeftActualReflowTypewriter HighlightA Ft VisbieA Rotate RightSizeViewCommentLinksInsertENG. MECHANICSFIRST YEARBARAA TH KAMELExample'sReplace the loading system by an equivalent resultant force and specify wherethe resultant's line of action intersects the member measured from A.200 lbso Ibt-3 ft-3 ft 30TA100 lb15 kN20 kN2 m-2 m2 m-2 mB59/6493.86%Baraa Kamel۲۶ مشارك آخرضحى جمال . .Baraaأنت

Answered: Image /qna-images/answer/c28a2ba6-678a-45eb-9139-cedea577da95.jpg

7. Replace The Loading System By An Equivalent Resultant Force And Specify Where The Resultant's Line Of Action Intersects The Member Measured From A. A 200 Lb 50 Lb -3 Ft — 3 Ft 3 Ft 30° 100 Lb

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Question: 7. Replace The Loading System By An Equivalent Resultant Force And Specify Where The Resultant's Line Of Action Intersects The Member Measured From A. A 200 Lb 50 Lb -3 Ft — 3 Ft 3 Ft 30° 100 Lb

تسجيل
Lectures in physics pdf.pdf - Foxt Reader
me
Comment
Fil & Sign
View
Form
Protect
Share
Connect
Heb
O Tel me what you want to do..
a Fnd
a 93.86% -a
a SnapShot
B Cipboard-
TI T
FR Page
A Link
O Fle Attachment
O FE Width
A Bookmark d Image Annotation
D Audio & Video
S Rotate Left
Actual
Reflow
Typewriter Highlight
A Ft Visbie
A Rotate Right
Size
View
Comment
Links
Insert
ENG. MECHANICS
FIRST YEAR
BARAA TH KAMEL
Example's
Replace the loading system by an equivalent resultant force and specify where
the resultant's line of action intersects the member measured from A.
200 lb
so Ib
t-3 ft-3 ft 30
TA100 lb
15 kN
20 kN
2 m
-2 m
2 m
-
2 m
B
59/64
93.86%
Baraa Kamel
۲۶ مشارك آخر
ضحى جمال . .
Baraa
أنت

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

Q2. Replace the force system acting on the frame by an equivalent resultant force and specify where the resultant's line of action intersects member AB, measured from A. * 50 - 150 lb 100 - 200 lb A B 30 200 - 300 lb 2 ft -2 ft 2 ft 300 - 400 lb 2 ft 300 - 400 lb 2 ft 1 Add file 2.
9. If d be the diameter of MS or tor steel bars in mm, the standard weight (in kg) per metre of the bar is 100 (a) 0.00618 d² (b) 0.00618 d (c) 0.00816 d² (d) 0.00816 d
The shaft is supported by a journal bearing at A and a thrust bearing at B. (Figure 1) Figure -6 ft- 3000 lb 2500 lb 75 lb/ft I pontot, -12 ft 1 of 1 2 ft Part A Determine the normal force at a section passing through point C, which is just to the right of the bearing at A. Express your answer to three significant figures and include the appropriate units. Nc = Submit Part B HÅ Submit Value Part C Request Answer Determine the shear force at a section passing through point C, which is just to the right of the bearing at A. Express your answer to three significant figures and include the appropriate units. Vc = Value μA Units Request Answer ? Units ? Review
Question 29 An A36 angle bar is used as a tension member connected on both legs with 20 mm . Given that s = 60 mm, calculate the design strength (kN) by LRFD with the limiting state of tensile yielding in the gross area. Write your answer to the nearest whole number. Ag = 1,852 mm2 t = 8 mm
Item 7 The members of the truss are assumed to be pin connected. (Figure 1) Figure 1 of 1 12 ft 44 -16 ft 16 ft P P 16 ft Part A If member AB is an A992 steel rod of radius 2.5 in., determine the maximum load P that can be supported by the truss without causing the member to buckle. Express your answer to three significant figures and include the appropriate units. μА P = Value kip Submit My Answers Give Up ?
1 Question 2: 2 The composite beam consists of a wood core and two plates of steel. If the allowable bending 3 stress for the wood is (ae = 20MPA1 for the steel 4 determine the maximum moment that can be applied to the beam. E =11G Pa, E„ = 200G Pa (o = 130MPA 5 6 7 Take: A = B = 80 8 130 mm A mm mm 10 11 M 12 20 mm 13 B mm 14 20 mm 15 16 17 Solution: E 200(1o n = 18 = 18.182 19 E. 1100) 20 The width of steel rpt be increased to an equivalent width for wood: 21 mm 22 23 | =-width (A) = (10) m* 12 24 25 Failure of wood: 26 Mc 27 (O. ma 28 0.5MA 20(10 )= 29 M = kNm 30 31 Failure of steel: nMc 32 (o.) ar 'man 33 (18.182)(0.5 MA) 34 130(10)= M = kNm Ans 35 36 37 38 39 40 41 42 43
B1
AS SHOWN IN THE FIGURE, A RIGID BEAM WITH NEGLIGIBLE MASS ISPINNED AT ‘O’ AND SUPPORTED BY TWO RODS IDENTICAL EXCEPT FORLENGTH. A = 100 mm2 & E = 200 GPa. DETERMINE THE LOAD IN EACHROD IF P = P3
tensile force is considered: Sile rupture. B. bearing. C. yielding. D. shear rupture 5. On steel structures the dead load is the weight of A. steel work. C. material supported permanently. B. material fastened to steel work. D. all these sentences. 6. W10 X 30 with A992 stool
A rectangular steel block is 4 inches long in the x direction, 3 inches longin the y direction, and 4 inches long in the z direction. The block issubjected to a triaxial loading of three uniformly distributed forces asfollows: 48 kips tension in the x direction, 60 kips compression in the ydirection, and 54 kips tension in the z direction. If ν = 0.30 and E = 29 ×106 psi, determine the single uniformly distributed load in the x directionthat would produce the same deformation in the y direction as the originalloading. Note provide a diagram/figure. -Draw and label the diagram correctly, No diagram in the solution will be marked wrong. -Shortcut solution will be marked wrong.- Direction of the assumption of the equilibrium equation must be shown, no direction will be marked wrong.