The steel connection below shows a beam W310 x 52 connected to column W310 x 74 using 2 Web Plates 200 x 70 x 16 mm Data for bolts in the connecting plates: e = 25 mm Bolt diameter = 20 mm & welding size = 14 Gap clearance = 10 mm & fillet radius = 10 mm Use the "CAD Template" file to perform the following: 1. Select a scale (1:8 or 1:10), and a landscape layout to draw Front & Left Side views for the shown steel connection. Include all hidden lines. 2. Label the views, and fully dimension the orthographic views. 0000 Front

Method of joints. AB, BD, BC

List the preferred steel type (ASTM spec) for the following shapes:a. Platesb. W shapesc. C sections

Distinguish between bearing type connection & friction type connection

Name the several types of drive hammers.

For cross sectional areas shown, calculate the moment of inertia with respect to the horizontal x-x centroid axis

Based on block shear strength of the double angle.

Subject: Steel design- Bolted Steel Connection *Use NSCP 2015 formula/guide to solve this problem *Use Handwritten

Subject: Steel design- Bolted Steel Connection - BOLTS SUBJECTED TO ECCENTRIC LOADS     QUESTIONS: HOW MANY BOLTS (N) SHOULD APPLY FOR THIS PROBLEM IS IT 3, 6 or 4? Please justify your answers and explain and please refer the green circle in the picture. Kindly correct what N should use if 3, 6 or 4. Thank you

Oral exam 2 group 2 [Compatibility Mode] - Word nelson entienza File Home Insert Design Layout References Mailings Review View Help O Tell me what you want to do X Cut - 11 E-E- - P Find - A A Aa - AaBbCcDc AaBbCcDc AaBbC AaBbCcl AaB AaBbCcc AGBBCCD Calibri abe Replace D Select- Ee Copy Paste BIU- abc x, x A - ay - A I Normal I No Spac. Heading 1 Heading 2 Title Subtitle Subtle Em. Format Painter Clipboard Font Paragraph Styles Editing 1... .X.. : L. . 1 . . . .. 2... : . . 3.. .L: . . 4. . . . . 5.. :. . . 6. . 7... Draw the non-coplanar force system and label the parts A 200 N at ( 4, 5, -3) В. 400 N at (-6, 4, -5) 300 N at (4, -2, -3) I II Page 1 of 1 43 words