please could you do the shear force diagram for question 2 UFMFH3-30-1Problem Sheet 2Calculate the reactions at the supports of the simply supported beams with UDLS shownbelowQuestion 120 kNUDL = 5 kN/m%3DAВCDlm1m2mRARDQuestion 24.5 kNUDL = 2 kN/mAВCD1.25 m1.5 m2.5 mQuestion 3|20 kN15 kNUDL = 5 kN/m%3DA BV1m2m3m1m3mQuestion 410 kN20 kNAВUDL = 20 kN/mE2.5m2m2m3mRBYREY16

Answered: Image /qna-images/answer/21c16a3e-6ec7-4197-bf7a-c352e398a125.jpg

Answered: UFMFH3-30-1 Problem Sheet 2 Calculate…

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.9.16P

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A flying but tress transmit s a load P = 25 kN, acting at an angle of 60º to the horizontal, to the top of a vertical buttress AB (see figure). The vertical buttress has height h = 5.0 m and rectangular cross section of thickness t = 1.5 m and width b = 1.0 m (perpendicular to the plane of the figure). The stone used in the construction weighs y = 26 kN/m3. What is the required weight W of the pedestal and statue above the vertical buttress (that is, above section A) to avoid any tensile stresses in the vertical buttress?
Question 1) in FIG loading condition is given beam F force F = 65 kN , first distributed load W 1 = 41 kN / m , w 2 distributed load w 2 = 51 kN / m , θ angle θ = 48 ° and L length of L = 5 m . According to this; Question 1-A) B at the point y direction ( B y ) Determine the support reactions. (Enter yourresultwithout writing kN units.) Question 1-B) to the point in y direction ( A y ) Determine the support reactions. ( Enter yourresult without writing kN units.) Question 1-C) to the point in x direction ( A x ) Determine the support reactions. ( Enter yourresult without writing kN units.)
The given beam in Fig. P9-22 is A992 steel. If the live load is twice the dead load, what is the maximum total service load in k/ft that can be supported when (a) the compression flange is braced laterally for its full length, and (b) lateral bracing is supplied at the ends and centerline only?
A simply supported steel universal I shaped beam is shown(see attached table and choose one size) The total length is 15 meters with a concentrated force P (located at a distance a = 10 meters) created by a mass of 2000 kg. By assuming a yield strength of 350 MPa and a safety factor of 3.2 state the ergonomically suitable nominal beam size from the catalogue. With reference to answer describe the type of beam failure and at least one possible consequence if the I-beam size you selected is too small. You may add additional images for illustration purposes but ensure that (a) it is described properly, and (b) it is relevant.
26 - Support reactions will be found in the gerber beam whose loading condition is given in the figure. A is the fixed support, the G point is the intermediate joint, and the B support is the sliding joint. Distributed loads on the beam q1= 9 kN ⁄ m, q2= 6 kN ⁄ m, beam dimensions a = 3 m, b = 2 m. Accordingly, Bx = ?A) 19.5B) 6C) 0D) 45E) None.
The plate shown is made of UNS G10350 cold drawn steel (Sy=460 MPa and Su=550 MPa),and is fastened to an I beam made of UNS G10150 cold drawn steel (Sy=320 MPa and Su=385 MPa) by four rivets made of a steel with Sy=300 MPa and Su=365 MPa. Thickness of the plate is 10 mm and thickness of the flanges of the I beam is 15 mm. Diameter of the rivets is 20 mm. What safe load F (steady) can be supported by the riveted joint for a factor of safety of 2. Use distortion energy theory of failure.
Given the following properties of a rectangular concrete beam: b = 280mm, d = 480 mm, f'c = 21 MPa, fy = 414 MPa. The beam is reinforced for tension only. Determine the design strength under the following conditions. a.) When the beam is reinforced with three 25 mm diameter bars. b.) When the beam is reinforced with four 25 mm diameter bars. c.) When the beam is reinforced with seven 25 mm diameter bars.
Şekildeki ankastre kompozit kiriş çelik ve alüminyumdan üretilmiş olup ucuna 20 kN’luk bir kuvvet uygulanmıştır. Verilenlere göre çelik ve alüminyumda oluşan maksimum gerilmeleri bulunuz. (Eç=200 GPa, EAl=80 GPa) The recessed composite beam in the figure is made of steel and aluminum and a force of 20 kN is applied to its end. Find the maximum stresses in steel and aluminum according to the given
Page422, Concept Problem 6.1. Solve this problem completely,butwith the following changes. (1) Continue toassume that the upper plank is 100 mm wide. (2) Assumenowthat the lower plank isreduced to80 mm wide. (3)Assume that each nail shouldwithstand ashearingforce of no more than 100 N.The questions are: (a) What is therequired spacing of the nails in the upper plank? (b) What is the required spacing of the nails in the lower plank?Please keep in mind that thesechangeswill result in many other changes across the board. Discuss all practicalissues in your findings.
A weight of 1200N is dropped vertically at the middle of a beam 50mmx250mm and 6m long simply supported at both ends. At what height must the weight be dropped so as to cause a stress of 14MPa in the beam? E = 8200MPa. See figure 09.
Tc = ? (shear stress)c= ?
In the beam, which is given the loading and supporting status below a) Find the location of the largest crash and the value of the crash. b) What is the maximum length of the beam (L) so that the largest collapse value is less than 1.5 mm? E = 210 GPa Mo = 250 kNm I = 556x10-6 m4

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