Compute the net area of each the given members (Ans. 5.34 in?)PL 1x 12PL x 8in Ø bolts1 in Ø boltsd.C.(Ans. 9.38 in?)1 in ØboltsVAin Ø boltsWT15 x 54W12 x 40-b.

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Answered: a. (Ans. 5.34 in?) - PLx 8 in Ø bolts

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Similar questions

Determine the effective net area using the U values given on Table 3.2 page77 of the reference book. An MC12x45 is connected through its web with 3 gageslines of 22mm diameter bolts. The gage lines are 76mm on center and the bolts arespaced 80mm on center along the gage line. If the center row of bolt is staggeredwith respect to the outer row, determine the effective net cross-sectional area of thechannel. Assume there are four bolts in each line.Draw the figure first and label it properly. Draw the fracture path using differentcolor or line weights.
Determine the LRFD design strength and the ASD allowable strength . Neglect block shear. A C9 x 20 (Fy = 36 ksi, Fu = 58 ksi) with 2 lines of 7/8-in Ø bolts in the web as shown in Fig. P3-31.
A 14x1/2 inch steel plate is used as a tension member. The end connection to the gusset plate is by six 7/8-inch-diameter bolts, arranged with staggered pitches of 2 inches and gage distances of 2-1/2 inches as shown. (a) What is the net area for path A-F-J? (b) What is the net area for path B-E-H-K? (c) What is the net area for path C-D-G-I-L? (d) What is the effective net area for the plate shown?
PL 5/8 x 12 3/4-in-diameter bolts
Determine the net area W12 x 16 1Ag = 4.71 in 22 of the shown in Fig. 3.7, assuming that the holes are for 1-in bolts.
Draw AFD ,SFD an BMD for frames below
An L8 × 4 × 3/4 with two lines of 3/4-in Ø bolts in the long leg and one line of 3/4-in Ø bolts in the short leg. Compute the net area of each of the given members. (Ans. 6.52 in^2)
Determine the LRFD design strength and the ASD allowable strength of sections given. A C9 x 20 (Fy = 36 ksi, Fu = 58 ksi) with 2 lines of 7/8-in Ø bolts in the web asshown
The tension member shown in the figure contains holes for 3/4-in Ø bolts. At what spacing, s, will the net area for the section through one hole be the same as a rupture line passing through two holes? (Ans. 3.24 in)
PLEASE DO NOT COPY THE ASNWER FROM OTHER POST. UPVOTE WILL BE GIVEN. OLEASE FOLLW THE INSTRUCTIONS. NO LONG EXPLANATION. PLEASE GUVE ATLEAST 3 DIFFERENT KIND OF TRUSSES WITH ITS SIMPLE, COMPOUND AND COMPLEX.
Draw AFD, SFD, BMD of the bwlow structure
A plate with dimensions as shown is to be connected to a plate of the same width and thickness by standard bolts. At what spacing b, will the net area along the holes 1-2-4 be the same as the rupture line passing through all four holes?

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