3504 - Midterm Quizlet

A manufacturing company (Company X) that manufactures rigging equipment such as steel wire rope,lifting chains, synthetic slings…etc, outsources all their equipment load testing jobs to external clients.Company X is looking to perform all equipment load testing in-house. To accommodate the expansion, theowner decides to utilize existing equipment which consists of an overhead I-beam (10m long, 553 x 210 x138) and hoist. As an Engineer, he has requested your assistance to determine if the existing beam iscapable of performing the intended function, if not, advise on a suitable beam for the task. 1. Sketch a free-body diagram of the simply supported beam with loads applied. By assessing the sketch,evaluate the slope and deflection on the beam when the maximum load is lifted, By using the data fromthe attached excel file “LO2 Data”2. Determine the suitability of this beam for the given application If the maximum allowable deflection isset at 23mm.

Please answer No. 2 only, thank you!

SHOW YOUR SOLUTIONS PLS INSTRUCTIONS: A beam having a tee-shaped cross section is subjected to equal 18 kN-m bending moments, as shown. Assume bf = 125 mm, tf = 25 mm, d = 185 mm, tw = 20 mm. The cross-sectional dimensions of the beam are also shown. Use these information to answer questions 1-5.   QUESTIONS: 1) Determine  the centroid location (measured upward from the bottom), in mm rounded to the nearest tenths. 2) With reference to problem 2, determine  the moment of inertia about the z axis. Express your answer in (106) mm4 rounded to three significant figures. 3) With reference to problem 2, determine  the controlling section modulus about the z axis. Express your answer in (103) mm3 rounded to three significant figures. 4) With reference to problem 2, determine  the bending stress at point H (positive if tensile and negative if compressive). Express your answer in MPa rounded to the nearest hundredths. 5) With reference to problem 2, determine the maximum bending stress…

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W LAB B LBC assume w = 4 kips/ft P= 5kips LAB=16 ft C LBC=8 ft What is the vertical reaction at A ? answer in kips

QI: A/ Draw (F.B.D) for the rod (200N) shown in Fig. ( 1-a). cable Fig.(1-a) B/ Draw (F.B.D) for the beam shown in Fig. (1-b). SON 100kN 2m 4m Fig.(1-b)

Hii, I asked this question but may I ask how to get 1.1547? thank you

a w460 x 113.1 column section has an unsupported length of 9m. use aisc specs with fy 36ksi (248mpa) make a comparative analysis between approximate and standard method.  A) safe axial load if both end are hinged. B)safe axial load if both end are fixed. C)safe axial load if both end are fixed but braced at midpoint.

Don't use chatgpt. Only handwritten solution.

c) A 10,000 ft string of 7 in., 26 Ibs/ft L80 casing is run in a hole filled with 12 Ibs/gal mud. The string is equipped with a float shoe. Calculate the following: i. Hook load of an empty closed-end casing string in mud. ii. Hook load of a mud-filled string in mud. iii. Hook load of 16 ppg cement-filled string in mud.

Can anyone help with this question

QUESTION 8 Find the force generated by the deltoid (right arm) if: His arm length (d) is: 0.84 m The COG of the arm is 37% away from the proximal end His arm weighs 7.9N The weight weighs 126 N The angle of the arm from vertical (@): = 90 degrees The deltoid insertion is 0.17 m from proximal end The line of pull for the deltoid is: 11 degrees Round to the nearest whole # and assume the final answer is positive. Leave no space between answer and units.

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1 Please help. Provide Free Body Diagram, labeled with appropriate quantities to better understand. Also solve. Thank you.

Don't use chat gpt It Chatgpt means downvote

please write your final answer in the table and show the solution thank you

For the simply supported beam shown below: O 4klf 98 downward 116 upward 70 downward 15' 104 downward 0 The vertical reaction in kips at A (Ay) is mostly near____ 70 upward 116 downward 98 upward 104 upward 150k B 30k с 151 -3xlf

Q2 Design a long pole (diameters of hollow cross section, length) made of AISI 1020 CD steel capable of carrying a 600 kg electrical transformer. Then calculate the design safety factor.

For the beam shown below, the distributed load along AB is a= 4 kN/m, the concentrated load at Point C is b = 10 kN. Draw FBD, sove for reaction forces. Input the reaction force from the pin at Point B: ____ kN. Calculate your solution to 1 decimal place.

Method of Sections

Question #1: Determine the shear, axial, and bending moment distributions for the loaded beam shown below. Write equations for axial and shear forces as well as bending moment as a function of distance along the beam from left to right. Also, sketch graphs of shear and axial forces and bending moments. 10 lb/ft -6 ft →→ 30 lb 20 lb-ft ∙3 ft- 3 ft-

13. Buckling of Columns EXAMPLE 3 An aluminum column of length L and rectangular cross-section has a fixed end at B and supports a centric load at A. Two smooth and rounded fixed plates restrain end A from moving in one of the vertical planes of symmetry but allow it to move in the other plane. a) Determine the ratio a/b of the two sides of the cross-section corresponding to the most efficient design against buckling. b) Design the most efficient cross-section for L- 500 mm the column. E = 70 GPa P= 20 kN FS - 2.5 GD) Karadeniz Technical Universty, Department of Mechanical Engineering, Mechanics of Materiais Lecture Notes & $15 7 9

Just don't plot on excel just solve it

2: Answer briefly the following: 1- The method of joints is used to analyze and design trusses. This method is based on what? (For section A only) 2- Define Simple Truss. (For evening section only) 3- The method of sections is used to analyze and design trusses. This method is based on which principle? (For section B only)

please help with solving. student no is 128425 length of the beam is 2m

(13%) Problem 5: A shop sign weighing m;g hangs from one end of a uniform beam weighing mpg. A hinge attaches the other end of the beam to a wall. The beam has a length of l1. A cable is attached to the beam a distance l2 from the hinge to help support the beam. The cable makes an angle 0 with the beam as shown. e 4 Paul's o o. Auto Repair E A 13% Part (a) On the following free body diagram, draw all of the forces acting on the beam, representing the forces as vectors. Use a coordinate systen with the x-axis on the horizontal (along the length of the beam) and the y-axis vertical (perpendicular to the beam). Use "wb" for the weight of the beam, "ws" for the weight of the sign, "FT" for the force of tension, and "H" for the force on the hinge. Finally, since we don't know the angle that the force on the hinge will act based on the diagram alone, let it be acting at an angle be denoted "o" from the positive y-axis. I A 13% Part (b) Using the free body diagram from part (a), write an…

QUESTION #1 A beam AB is simply supported at the ends and carries two points having a magnitude of 5 kN each. The beam length is 10 m, the point loads are 3 m and 7 m from end A support. In addition. the beam carries a UDL of 1.000 N/m between the two point loads. Draw the SF and BM diagrams. (Show each section of the beam and each section equation for each diagram). UDL w 1000 N/m 5 kN A 5 kN B

Hello again ! I am sending now the original , as you can see it's acceptable via your honor code . So can I get help with variant 2 (var2) and 1st I-beam ?

A and B

Please help me solve for the answer, unsure how to do problem correctly so if you could walk me through step-by-step that would be appreciated. Thanks in advance.

write METHODOLOGY about Finite Element Spanner Design