*On the drawing attached, apply a runout requirement to make the left face perpendicular to the datum axis within 0.2 total. *On the drawing, apply a runout requirement to make the circular elements of the right face perpendicular within 0.2 total. *What is the technical difference between the runout specifications on the two faces?

Do not give answer in image and hand writing

Hi, I am trying to get a second opinion, because I got stuck on part and I wanted to compare versions, I know this is the 2nd time I am submitting this...Please disregard the part C, and for part B this is the link: AISC 13th Edition Structural Shapes Properties Viewer (engineersedge.com)

A composite section shown in Figure (2) consisted of a rectangular and triangular sections with a semicircle hole as shown in Fig. Locate the centroid (x, y) of this section using the below table. Y Area 90 mm A, X: A; Y; A (mm) (mm) (mm') | (mm') Part 20 mm (mm') +Yellow 120 mm rectangle 40 mm + Blue triangle 20 mm - White 60 mm semicircle Totals X= Y= Figure (2)

Give me correct option with short explanation plz early do it ok

How to solve the effective net area, value of T based gross area, and value of T based on effective net area.

Calculate quantity of the Reinforcing for the beam shown in figure below. A 0.3 m 3.2 m 2016 08 @ 230 mm c/c 60 cm 2018 23 cm Section A -A 0.3 m 0.6 m

Refer to the photo provided and please make sure your handwriting is readable. L1 = 2.02 m L2 = 1.21 m H= 3.03 m Width of plate hanger = 40.04 mm Thickness of plate hanger = 10.01 mm Bolt diameter = 20.02 mm Allow shear stress of the bolt = 68.08 MPa Allow bearing stress of the bolt = 240.04 MPa 1. What is allowable stress in the hanger based on the bolt capacity in double shear at D 2. If maximum tensile stress in the hanger is 140 MPa. Find allowable W. 3. If W is 60 kN, find the maximum displacement.

a) For the solid section shown in Figure Q1, determine dimensions a, b and c. b) Determine the centroid position (x, y) for the solid section shown in Figure Q1 relative to the origin O on the x-y axes. Clearly show the breakdown of the section into areas used in your calculations. y 85 mm 53 mm b 25 mm 157° 25 mm 65 mm Figure Q1 (Not to scale) X

I need help with a. & b. I don't understand what is meant by "one scale from zero to about 0.02 in/in" in part a