What is the number of bolts in double angles 70*7 with design force -8t, use bolts M12 ordinary bolts grade (4.6) with gusset plate 10 mm thickness.St.37a.4b.2c.1d.3

What is normal force acting on each bolt (ϒTex)in corner connection 5 bolts are arranged in one row connecting gusset plate with thickness 10 mm and two angles 80*8, with e = 3 cm and P = 10 cm, using M20 grade 8.8 bolts. Steel used is steel 52. Cat.A, N=7 t (Factored load)?a.3.6tb.4.4tc.6.2 td.1.4t

Bearing resistance of bolts M12 ordinary bolts grade (4.6) with gusset plate 10 mm thickness depends upona.plate thicknessb.all of themc.bolt lengthd.bolt diameter

What is resultant shear force on torsion bolts connection (Qb) between gusset plate tG.P=10mm and column flange tf.c=14mm, using Cat. A bolt 20mm, As=2.45 cm2, grade 10.9, St. 52, ,12 bolts are arranged in two columns (6 bolts in each column) where distance between columns is 10 cm,where e=5cm, p=10cm,Qx=10t,Qy=2t,Mt= 100cmt

For the beam shown below, i) draw a free body diagram, ii) calculate reactions, iii) calculate the internal forces at 2, 7, 10 and 13 m from the left end of the beam iv) sketch the shear axial force, shear force and bending moment diagrams. (12 marks) 2 kN/m 10 KN C D E 5 m 3 m + 4 m + 3 m

Bolts are made with:Question 12Select one:a.Trapezoidal threadb.Buttress treadc.Metric thread