Physics Help
l. For the cross-section below, determine location of the centroid x, y). 300 mm 150 mm 1150 mm 75 mm 100 mm 100 mm
2. A singly reinforced rectangular section having a cross-section b 300 mm and d = 600 mm is reinforced by 10 N32 bars. Assuming f: = 32 MPa, compute the reliable moment capacity of the section (i.e. OMU).
100 KN 150 mm 450 mm ΑΙ B G С The three cylinder rods made of A-36 steel and have equal cross-sectional areas support a vertical load of 100kN as shown. The bar ABC is fully rigid. Determine: a) The force at A, B and C. b) The diameter of the rods consider safety factor of 1.5, rounded to the nearest even number. c) The displacement of point A, B, C. A 36 steel, Modulus of elasticity E = 200...
Calculate the centroid and moment of inertia of the following figure with respect to the y axis with respect to the x axis.
225 mm 225 mm 50 mm 400 mm 75 mm 75 mm 100 mm 300 mm
225 mm 225 mm 50 mm 400 mm 75 mm 75 mm 100 mm 300 mm
Problem 6 А 300 mm di B 50 KN 250 mm d2 C P steel Section AB is made of Steel (E = 210 GPa) Section BC is made of Aluminium (EAL = 68 GPa) P = 16 KN d1 = 99 mm d2 = 49 mm 1- Calculate the maximum average normal stress on the composite rod ABC in MPa. 2- Calculate the total deformation of the composite rod ABC in mm. 3- Calculate the new length of the...
ACI code
Interaction Diagrams and Strain Compatibility for Columns The column cross-section is 300 mm x 500 mm and is not in contact with the ground or exposed to the weather. Ties are #10 bars and longitudinal reinforcement is # 19. Concrete compressive strength is 42 MPa and steel yield strength is 420 MPa. Calculate the axial load carrying capacity, OP and flexural capacity OM, for point in the interaction diagram with bending about the 3-3 axis where the tensile...
please solve 1-5 and show all steps and equations used
10 mm 10 mm 300 N/m 50 mm 10 mm Problem 2. Consider the beam above with the cross-section shown. The number (300N/m) indicates the value of the load distribution at its peak. (5 pts.) Find the reactions (15 pts.) Draw the shear and moment diagrams using the graphical method. Ensure you state values of the diagrams, and type of function for lincar or higher-order segments. You can indicate all...
Part A
Determine the state of stress at point A on the cross section of
the shaft at section a−a. Take F1 = 360 N , F2 = 950 N . (Figure
1)
Part B
Find [(τxy)T]A.
300 mm 100 mm 600 mm 100 mm 400 mm 25 mm F2 20 mm 100 mm Section a-a
300 mm 100 mm 600 mm 100 mm 400 mm 25 mm F2 20 mm 100 mm Section a-a
A beam of rectangular cross section 200 mm deep and 100 mm wide. If the beam is 3m long, simply supported at either end and carries point loads as shown in FIGURE 2 (on page 4). 2. SAN 1OAN R, FR 100mm FIG.2 (a) Calculate the maximum bending moment (b) Calculate the maximum stress in the beam (c) At the point of maximum stress sketch a graph of the stress distribution through the thickness of the beam, indicating which are...
Baskı silindiri 1.2 KN 20° 60 mm 300 mm O 60 mm 100 mm Düz dişli In the figure, the movement to the printer spindle on the 12mm floor is from the vertex of the spur gear positioned C position. 1.2kN force applied by the gear will be applied. Between and between B bearings 4N/mm uniformly distributed load(up true). Press spindle servicing at 350 rpm for 6 hours a day, 300 days a year and 2 years It is desirable....