-ĩ = R cos 0 dL = R do C(I, F) de (R, 8) ỹ= R sin e Fig. 9–9

Two 20 mm thick slabs are joined by a 10 mm thick slab as shown in the figure. The bolts used as fasteners are A325 bolts with a diameter of 5/8" with threads outside the shear plane. The quality of the steel plate is BJ 37. Calculate the design tensile resistance that is allowed to work on these structural members!

SOLVE STEP BY STEP IN DIGITAL FORMAT 2. CALCULATE THE FORCES IN ALL THE MEMBERS OF THE REINFORCEMENTS WITH THE METHOD OF THE KNOTS. -30 ft 60 klb -30 ft 30 klb 30 ft 30 klb 15 ft 15 ft

This question was answered but all parts are showing. So, I need a question credited back to me!

True or False The corresponding sides of similar triangles are equal.

Please answer the question in the picture, and make sure you do the right work.

Part A In (Figure 1), r = 30 mm. Locate the centroid a of the metal cross section. Neglect the thickness of the material and slight bends at the corners Express your answer to three significant figures and include the appropriate units. T = 0 mm Submit Previous Answers Correct Figure < 1 of 1 Part B Locate the centroid ī of the metal cross section. Neglect the thickness of the material and slight bends at the corners Express your answer to three significant figures and include the appropriate units. HẢ ? 150 mm = Value Units Submit Previous Answers Request Answer 50 mm 100 mm 100 mm 50 mm