Handbook of Civil Engineering Calculations

(a) Moment on riveted (b) Forces on rivets connection in right row FIGURE 58 /i =/4 = 96,000(5.15)7140 = 3530 Ib (15,701.4 N); a ...

FIGURE 59 ment M in-lb (N-m). Thus, P = 15,000 Ib (66,720.0 N), M = 15,000(6) = 90,000 in-lb (10,168.2 N-m). Compute the polar ...

Compute the force on the rivets Considering rivets 1 and 2, use the equation F = Mr'IJ, where rr = distance from the in- stanta ...

ECCENTRIC LOAD ON A WELDED CONNECTION The bracket in Fig. 61 is connected to its support with a Vi-in (6.35-mm) fillet weld. De- ...

PART 2 STRUCTURAL STEEL DESIGN Structural Steel Beams and Plate Girders In the following calculation procedures, the design of s ...

98.2 in^3 (1609.50 cm^3 ); section compact. The disparity between the assumed and actual beam weight is negligible. A second met ...

A3 6 steel satisfying the first or third condition above, depending on whether the section is compact or noncompact. Referring t ...

(c) Bending-moment diagram FIGURE 1 Calculate the radius of gyration Calculate the radius of gyration with respect to the y axi ...

Calculate the allowable stress in each interval between lateral supports By applying the provisions of the Manual, calculate th ...

(c) Bending-moment diagram FIGURE 3 Record the properties of the beam section Refer to the AISC Manual, and record the followin ...

Ascertain whether the assumed size of the cover plates satisfies the AISC Specification Using the appropriate AISC Manual secti ...

Calculate the axial force in the cover plate Calculate the axial force P Ib (N) in the cover plate at its end by computing the ...

(c) Bending-moment diagram FIGURE 5 SHEARING STRESS IN A BEAM- EXACTMETHOD Calculate the maximum shearing stress in a Wl8 x 55 b ...

27.5, which are presented in the AISC Manual. Note that the T section consid- ered is one-half the wide-flange section being use ...

Calculation Procedure: Compute the properties of the section The tables in the AISC Manual are helpful in calculating the momen ...

FIGURE 7 The excess area = hole area - allowable area = 4.00-3.13 = 0.87in^2 (5.613 cm^2 ). Con- sider that this excess area is ...

(a) Force diagram (b) Shear diagram (c) Bending - moment diagram •End stiffener Intermediate stiffeners Bearing stiffener under ...

At its ends, the girder will bear on masonry buttresses. The total depth of the girder is re- stricted to approximately 70 in (1 ...

At E, V= 207 - 4.67(4) = 188 kips (836.2 kN); v = 188/29.75 = 6.32 kips/in 2 (43.576 MPa) > 3.45 kips/in 2 (23.787 MPa); ther ...

/= (1/12)(0.25)(8.44) 3 12.52 in 4 (521.121 cm 4 ) > 3.42 in 4 (142.351 cm 4 ). This is ac- ceptable. The stiffeners must be ...