
The question that you have
posted is unclear , i have problem whether (B or 8 ) on the given
orthographic projection , but i tried my best .Somewhat difficulty
is also there , so i request you to see this solution and think
comparing given problem in real life and start to solve other
problem. There in slope section opposite side have not same length
so i used integration . This type of question will be easy to you
if and only you are starting thinking practically . THANK YOU.
Build the following part. Report the volume in mmA3. Assume all dimensions are in mm. A-75...
Determine the Volume of a rectangular prism with dimensions of 1.5 x 10^2 mm, 3.3 x 10^2 mm, and 2.8 x 10^2 mm
A reinforced concrete beam with dimensions (300 mm * 800 mm) subjected to a service dead load moment (MD=500 kN.m) and a service live load moment (ML = 400 kN.m). Design the section as a double reinforced section (the dimensions can't be increased). Place the compression reinforcement at 65 mm from the compression face. Compressive strength of concrete; fe 28 MPa, yielding stress of reinforcement; fy= 420 MPa. Assume 30 mm to be used in the tension (two layers), 26...
A reinforced concrete beam with dimensions (300 mm * 800 mm) subjected to a service dead load moment (MD= 500 kN.m) and a service live load moment (ML = 400 kN.m). Design the section as a double reinforced section (the dimensions can't be increased). Place the compression reinforcement at 65 mm from the compression face. Compressive strength of concrete; fc = 28 MPa, yielding stress of reinforcement; fy= 420 MPa. Assume 30 mm to be used in the tension (two...
A ground steel shaft with a shoulder fillet has dimensions: D= 30 mm, d=25 mm and r= 2 mm. It is subjected to a combined nominal loading of 40 to 190 MPa bending stress and torsional stress of 20 to 70 MPa, which are in phase. Find the safety factor for infinite life if ultimate tensile strength is 965 MPa, state all assumptions.
# 11 r=9mm r 6 mm d 10 kN 100 kN 40 mm+40 mm-+-40 mm-. T- 500 N-m Determine the most critical section by using Von Mieses criteria Dimensions of the various diameters are d-30 mm, D-45 mm and d2-40 mm. All loads are constant
Part I Explain the following terms. (30') 1. Collectivism (Hofstede's Culture Dimensions) . Neutral Culture (Trompenaars' Culture Dimensions) . Positional bargaining . Communication . International business negotiation Part II Short Answer Questions (40') 1. Why applying principled negotiation, how to focus on interest? . How to leave a good impression as a host at the airport? 3. When discussing who is calling the shots on the negotiation table, the economic development of your country will play a role. What are...
assume:
width (mm)= 30
overlap (mm)= 21
glue strength (n/mm^2)= 1
3. See the double lap joint shown below. Assume that the plates at the joint are connected using an epoxy having a shear strength between 1.0 and 2.5 N/mm2 and the entire overlap is glued. a. Given the width of the plates and length of overlap from the spreadsheet, what is the shear stress in the epoxy? b. What is the minimum area of overlap given the strength of...
The T-section with given dimensions (in mm) is
subjected to the following ultimate design forces:
Bending
moment M =
1250kN.m
Shear
V = 320kN
Torque
T = 40kN.m
Characteristic concrete strength
fcu =
35MPa
Conditions
Moderate
Fire resistance
1 hour
Flexure reinforcement
Assume Y40 bars
Shear reinforcement
Assume Y10 links
Aggregate size
hagg
= 19mm
Design all suitable reinforcement for an interior T-section
spanning 2750mm and detail accordingly.
750...
2 attempts left Check my work Be sure to answer all parts. Report pr The volume of a certain bacterial cell is 2.75 um'. Give your answers in scientific notation. Hin (a) What is its volume in cubic millimeters (mm')? Solut 1x10 mm/cell Guided S (b) What is the volume of (exactly) 1 x 10 cells in liters (L)? x 10 L
For the following beam and loading shown in the figure; all the dimensions are measured in meter. Determine: a) Draw the free body diagram. b) Draw the shear and moment diagrams using an appropriate scale, (show all calculation details) c) The maximum normal stress due to bending. 15kN 240 mm 30 mm Im 50KN 10kN/m 1 16 mm 2 350 mm A B C D E 2m 2m 2m 3m 4m Beam cross-section