C5.6 m3.4 m11hị3.1 m4.1 m12h2h2L203X152X14.3ShapeSteelA992 Gr. 50DGage of AnglesIBE75 mmg1T+75 mmg2Bolt26mmBolt Diameter, dpoltb70 mmA=aspaceBspace70 mmd60 mmCspace90 тmdspace=111,75 mmespace90 тmfapace圈I|||I||| From the figure shown, determine the following: (Given values are on the attached excel spreadsheet per item)CTEh11112The mass of the block that can be attached at point E so that the angle indicated (excel) is adequate for member BE. The longer side of the angle is bolted. Find the weight for ASD,2.

Answer In order to find the weight of the block that can be attached at point E to be adequate for…

Answered: The mass of the block that can be…

The mass of the block that can be attached at point E so that the angle indicated (excel) is adequate for member BE. The longer side of the angle is bolted. Find the weight for ASE

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: Determine the Vertical Deflection at the hinge. The elastic curve may be right or wrong. Indicate…

Q: -5 @ 3m-15m- C F H J K ML boo I A 4@4m=16m B D G E 60 kips A For the truss shown, what is the force…

Q: For the given truss: Determine all the zero-force members. Use the method of section to find the…

A: IntroductionA truss is a structure consisting of joints and straight members that take only axial…

Q: in eadh member. =s dondopad at in at C A.

A: Find distance 'x'h=122-x2=52-13-x2x=11.0769mh=122-x2=4.6154mTake moment about C:∑…

Q: All values of Stz are by the joint on the part indicated. What is the missing value? ? 0 O-6a²t 4a²t…

A: The given figure;

Q: : For the truss systems shown below: • Identify zero force members. • Identify members in tension,…

Q: Determine the force in each member of the truss using the method of joints. State if the members are…

A: The given data is: Load at joint B = 400 N

Q: The laboratory tests on a soil sample gave the following results: 1). Natural water content, W₁ =…

A: Given: Natural water content, wn=25 % Liquid limit, wl=60 % Plastic limit, wp=35 % % of particle…

Q: Problem 912 Compute the stresses at A and B on the link loaded as shown in Figure P-912 if P = 9000…

A: a ) P = 9000 lb and F = 3000 lb Compute the stresses at A and B ? Solid mechanics problem.

Q: н 12ft х C +9+-+-34 B D 101b 40lb

Q: Determine the smallest safe cross-sectional areas of members CD, CI and CH for the truss shown. The…

Q: 4. Find the stresses in 3 m members BC, BD and CF for 3 m 4 m A the truss shown. Indicate 40 kN 70…

A: The free body diagram of truss ABCD:

Q: Draw the FDBS of member ADB and BEC 1m 1m B Oc E 1 m D 1.6 m A

Q: Find the P and A of BE, BF and CF thankyou

Q: Given the truss as shown, solve the cross-sectional area of member BE if the stresses will not…

Q: From the figure below, determine member BD

A: Force in the vertical direction - RA + RC = 0 Sum of the moment at the point C- ∑MC = 0⇒-RA×8 +…

Q: M Deter MINE THE MAX Dez of the Beam

Q: AWT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a…

A: Given, WT205 x 30 section Length = 8.8 m or 8800 mm

Q: For the plate shown, the distance d required to eliminate the flexural .effect at section a - a is…

A: True

Q: -P 38 63 63 38 252 63 63 63 63

Q: Assuming A36 steel, select the most economical W8 section. Check the shear stress, and determine the…

Q: STRENGTH OF MATERIALS PLEASE WRITE THE SOLUTIONS LEGIBLY AND US 4 DECIMAL PLACES. RATE WILL BE…

A: “Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: THIS IS NOT A GRADED ACTIVITY. THIS IS JUST A REVIEWER FOR MY TRUSS DESIGN. THANK YOU SO MUCH!…

Q: Determine the force in member BE of the loaded truss. The force is positive if in tension, negative…

A: An arrangement of truss is given and it has been asked to determine force in the member BE.

Q: Determine the faces in members BD and DE GOKN A 120 KN 3m 120KN G 4m

A: Consider the section of the truss. Here, T is the tension and C is the compression.

Q: The steel pipe is filled with brass and subjected to a torsion T-34kNm. Determine each torsion value…

A: T = 34 kN- m = 34000 NLength L = 100 cmDiameter of brass db = 4 cm = 0.04 mOuter dia of steel do =…

Q: 7. An angle ISA 150 x 75 x 10 mm thick, steel tension member is connected by its long leg to a 10 mm…

Q: Given: A-in-thick. ASTM A36 eyebar member as shown in Figure D.8, carries a dead load of 25 kips and…

Q: don't

Q: THE TENSION MEMBERS IS COMPOSED OF A 200x150x10 mm THICK ANGLE CONNECTED USING 21…

A: 1. The formula to calculate the net area of the section is given by, Anet=B-ndt…

Q: 000 -P 38 63 63 38 252 63 63 63

A: A lap joint is the joint between two bits of metal wherein the edges or closures are covered and…

Q: Find the forces in all members of the truss that shown in Figure II and determine whether they are…

Q: Is truss stable

A: Given data : The given structure is truss structure . Number of member in truss m=21 Number of joint…

Q: Find the Zero- Force Members at the shape: D. L M 10n 10 t 10 A 10 A 10A 10t 10A 6 kips kups 6 kips…

Q: What is the level rod reading in feet at the main crosshair line shown in the figure? (enter only a…

Q: A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset…

A: The order of the steel cross sections relies upon the heap that the part can convey prior to…

Q: STRENGTH OF MATERIALS PLEASE WRITE THE SOLUTIONS LEGIBLY AND USE 4 DECIMAL PLACES. RATE WILL BE…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: x Determin the design Compressive 2-5 Strength of the Coss-sectional CGolumn shown with unbraced…

A: Given:- The unbraced length of the column = KxLx = 3.5 m The unbraced length of the column = KyLy =…

Q: DF, CE and BD.

Q: A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset…

A: Given: Section = W 14 x 120 fy=36 ksi fu=58 ksi Ag = 35.30 in2 tf = 0.94 in To find: The yielding…

Q: Design the most economical member for truss member L1 of the truss shown below. It is to consist of…

Q: "Determine thé forcés in all the members, and state if these meņmbers are in tension or compression.…

Q: solve the stresses in members DF,DG and EG using method of sections

A: Given data Using method of section

Question

C
5.6 m
3.4 m
11
hị
3.1 m
4.1 m
12
h2
h2
L203X152X14.3
Shape
Steel
A992 Gr. 50
D
Gage of Angles
IB
E
75 mm
g1
T+
75 mm
g2
Bolt
26
mm
Bolt Diameter, dpolt
b
70 mm
A
=
aspace
Bspace
70 mm
d
60 mm
Cspace
90 тm
dspace
=
11
1,
75 mm
espace
90 тm
fapace
圈
I|||
I|||

From the figure shown, determine the following: (Given values are on the attached excel spreadsheet per item)
C
TE
h1
11
12
The mass of the block that can be attached at point E so that the angle indicated (excel) is adequate for member BE. The longer side of the angle is bolted. Find the weight for ASD,
2.

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

Step 2

Step 3

Step 4

Step 5

Step by step

Solved in 5 steps with 4 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

The following support is called: O a. Roller O b. Hinge O c. Fixed O d. Rocker
A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset plate by 4 inch boltas shown below. Use A36 steel with Fy=36 ksi and Fu=58 ksi Properties and Dimension Ag=35.30 in^2 ... rX = 6.24 in ry = 3.74 in d=14.5 in tf=0.94 in bf=14.7 in tw=0.59 in Y k1=1.5 k=1.54 I tf=0.94 d=14.5 Etw=0.59 bf=14.7 A. Determine the Yielding Capacity of the section based on LRFD (kips) Round your answer to 2 decimal places.
3. 1-- a -- 0 Truss member 3 was produced too short to be assenmbled between two identical trusses. Determine the required assembly force D? Given: EA = EA, = EA = EA- 170 MN. a= 2 md=1mm.
A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset plate by ¾ inch boltas shown below. Use A36 steel with Fy=36 ksi and Fu=58 ksi
determine the zero foce member for this please
Determine the forces in each member of the truss. State wether it is in tension or compression. Draw a diagram of internal forces and present a results summary list. ↑ a EV # a a a
7 Enercise:- 30 long with is subjected to a Assuming deformation is entirely elastic and manimum allowable elongation tensile 30000y that the is 0.3 mm while manimum. allowable reduction in, digmeter is 0.015mm. choose amory below only. candidate meeting requirent E (GPa) A cylindrical rod 100 mm diameter of 12 mm load of 30000 N. Aluminium alloy Bronze Titanium allow 70 100 110 U(Poiss ons vahi) 0.33 0.34 0.3
Use A992 steel and select the lightest W shape. Use any design procedure.a. Use LRFD.b. Use ASD.
Homework: A helica) cast steel with 3. helix angle has to tanmiz 35 KW at 1500 YPu. Gear has 24 teeth, 2 full depth. Tha Static Stress for Cast Steel maybe taken as 56 Mpa.. The width. of face may be talcen as 8 time) th module. Assum e : Cs =l, Ep=E= Ges=300 HPa , be =60 MPa, Calculate: WA, WNm, b, VR, = 200G Pa C=40.
Please show your solution on a paper with FBD
write step by step plz full solution
3) Determine the Force in each member of the truss shown in the Figure. (Use the Method of Joints.) D B gl 12' H E 300lb 300lb goolb 9' 9'