Determine the vertical displacement of point B and rotation of point C using double integration method. The structure is fixed supported A, the connection at B is a shear guide and there is a roller at C. E = 40000 ksi and I = 200 in^4.
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- TOR The assembly shown has pin support at E and roller support at V. A steel rod is connected at M and it is perpendicular to arm VM. The pin support at E is under single shear and is also made of steel. Determine the maximum force P that can be applied to the assembly. Show the free body diagram. Show all calculations. Steel Properties: Oallow = 36 ksi Tallow = 22 ksi E = 29,000 ksi M 3/4" diameter steel rod Rigid 5 ft 1" diameter steel pin Single shear E 5 ft 4 ftProblem 1: Slab design using the ACI moment coefficients Design the continuous slab shown using the ACI moment coefficients assuming the concrete weighs 24 kN/m3 and that a service live load of 15 kN/m is to be supported. The slabs are built integrally with the end supports, which are spandrel beams. fy= 420 MPa and f'c = 28 MPa. Draw a plan and section showing all reinforcements along the slab. E 7m - 6 m + 7m --SITUATION A: A tension member consisting of two channels and two plates PL 13x280 PL 13mm x 280mm arranged as shown to support the service loads, Peses usd doed losd = 900KN and Pne nad = 1400KN. The member is assumed to be 9 meters long and is to have four lines of 22mm diameter bolts. Use standard sizes for the C10 hole diameter. All steel will be A36 steel and neglect block shear. Assume U=0.85. Select the lightest C10 channels and determine its tensile capacity. Use ASD (AISC) specifications. Write your final answer on the space provided. Determine the following. PL 13x280 50 180 50 1. The required gross area from yielding of the gross section 2. Assuming a shear lag factor of 0.85, determine the required net area from fracture of the net section 3. Determine the minimum radius of gyration on the given built up section. 4. Determine the slenderness ratio of the given built up section. 5. Determine the lightest C10 shape for the limit state of yielding and tensile rupture, and…
- Question 38 What is the total length of bar mark 01 Use S1 - 250 mm. Size of column is 300 x 300 mm 02 01 6.2 m 02 LJ4 S1 L/2 THE 03 -Column -04 L = 5m SUPPORT MIDSPAN 4mm 250 mm 250 m OF 120 mm 40 n 120m 400 0-10 mn dn, 10 rm da stimups 2 58,4 100, rest 200 n S10mn dia, 10 mm di srups 2a 5a, 100, est 200 mn O B840 mm O NONE DF THE CHICES O 13240 nm O 2500 mm4. The cable will fail when subjected to a tension of 8000 N. Determine the largest vertical load P the frame will support and compute theresultant internal loadings at the cross section through point C. Answer: P = 2133.33 N, Mc = 1600 Nm, Nc = 8000 N, Vc = 2133.33 N 0.1 m 0.5 m C 0.75 m- -0.75 m- -0.75 m-Q: The compound wooden beam is connected together by a bolt at B. Assuming that the connections at A,B,C, and D exert only vertical forces on the beam, determine the required diameter of the bolt at B and the required outer diameter of its washers if the allowable tensile stress for the bolt is ot allow = 150 MPa and the allowable bearing stress for the wood is ob allow = 28 MPa. Assume that the %3D hole in the washers has the same diameter as the bolt. 2 kN 3 kN 1.5 kN -2 m--1.5 m--1.5 m--1.5 m--1.5 m- 2 m bolt washer
- Given:a. the force in BD=25KNb. vertical reaction at point C=-10KNc. horizontal reaction at point C=15KNd. resultant of reaction at point C=18.0KNe. allowable tensile (normal) stress in member BD =83.33MPaf. the allowable shear stress in the pin at C =72.7MPaPlease help me solve for:1. What is the required cross-section area and minimum thickness t of member BD?2. What is the required SHEAR cross-section area at point C?3. What is the minimum diameter for the pin at C?(Solve for a value with the combination of mm and N)3. The aluminum block has the rectangular cross-section and is subjected to an axial compressive force of 8 kips. The 1.5-in side changed its length to 1.50014 inches. Use E = 10 x 10³ ksi. Calculate the new length of the 2-inch side. Answer: Lnew = 2.00019 in 1.5 in 2 in. 8 kip- 8 kip 3 in. 4. A solid cylinder of diameter D is subjected to an axial load P. Show that its change in diameter is 8D = 4Pv/лDE.Clear my choice Let's consider a rod having a solid circular cross-section with diameter of 4 mm and it is made of a material having a Young's modulus E= 200 Gpa and a Poisson's ratio of 0.3. If a tensile force Fis subjected to that rod cross-section, the diameter becomes 3.995 mm. determine the applied force F. Select one: O F= 5236 N OF=15708N O F= 13090 N OF=10472 N OF=4189 N O F=6283 N Clear my choice Finish attempt NEXT ACTIVITY MENG360 Test -Spring 2020-2021 Jup to
- Problem #2: The strut is by a pin at C and a A-36 steel guy wire AB (E = 200 GPa). If the wire has a diameter 5 mm, determine how much it stretches when the distributed load acts on the strut. A 60° 3.4 kN/m В 2.7 m Solve only by using this Donot nse equation &= AS'-AS AEThe figure shows the cross section of a steel tube that is filled with concrete and topped with a rigid cap. Calculate the stresses in the steel and in the concrete caused by the 200-kip axial load. Use Est=29x10^6 psi and Eco=3.5x10^6 psi. -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.The rectangular reinforced concrete column is reinforced with 6- 20 mm steel bars as shown. If b = 250 mm and d = 400 mm, determine the stresses in the steel and concrete if the axial compressive load to be supported by the column is 400 kN. For steel, Est = 200 GPa; for concrete, Eco = 15 GPa. 6 - 20 mm steel bars 4 m d