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Determine the load capacity of the angle used as a tension member shown below. The bolts used are for 19 mm diameter bolts. Use A36 steel and standard gage distance for angles. Use NSCP provisions. Neglect block shear

Determine the load capacity of the angle used as a tension member shown below. The bolts used are for 19 mm diameter bolts. Use A36 steel and standard gage distance for angles. Use NSCP provisions. Neglect block shear

Structural Analysis
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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Determine the load capacity of the angle used as a tension member shown below. The bolts used are for 19 mm diameter bolts. Use A36 steel and standard gage distance for angles. Use NSCP provisions. Neglect block shear. 

TABLE 1.1 Applicable ASTM Specifications for Various Structural Shapes Applicable Shape Series Steel Тур Carbon Corrosion Resistant ASTM Designatio High- Strength Low-Alloy A36 A53 Gr. B A500 A501 High- Strength Low- A618 Alloy Gr. A Gr. B Gr. 50 Gr. 55 Gr. 42 Gr. 50 A572 Gr. 55 Gr. 60° Gr. 65° Gr. I & II Gr. III 50 60 65 70 A529 Gr. B A913 Gr. C A992 A242 A588 A847 F, Min. Fu Yield Tensile Stress Stressa (ksi) (ksi) 36 35 42 46 46 50 36 50 50 55 42 50 55 60 65 508 50 50⁰ 60 65 70 50 42⁰ 46k 50¹ 50 50 58-80 60 58 58 62 62 58 70 65-100 70-100 60 65d 55 60 65 70⁹ 50 60h 75 80 90 65¹ 63 67k 70¹ 70 70 HSS WMS HP CMC L Rect. Pipe = Preferred material specification = Other applicable material specification, the availability of which should be confirmed prior to specification = Material specification does not apply
Transcribed Image Text:TABLE 1.1 Applicable ASTM Specifications for Various Structural Shapes Applicable Shape Series Steel Тур Carbon Corrosion Resistant ASTM Designatio High- Strength Low-Alloy A36 A53 Gr. B A500 A501 High- Strength Low- A618 Alloy Gr. A Gr. B Gr. 50 Gr. 55 Gr. 42 Gr. 50 A572 Gr. 55 Gr. 60° Gr. 65° Gr. I & II Gr. III 50 60 65 70 A529 Gr. B A913 Gr. C A992 A242 A588 A847 F, Min. Fu Yield Tensile Stress Stressa (ksi) (ksi) 36 35 42 46 46 50 36 50 50 55 42 50 55 60 65 508 50 50⁰ 60 65 70 50 42⁰ 46k 50¹ 50 50 58-80 60 58 58 62 62 58 70 65-100 70-100 60 65d 55 60 65 70⁹ 50 60h 75 80 90 65¹ 63 67k 70¹ 70 70 HSS WMS HP CMC L Rect. Pipe = Preferred material specification = Other applicable material specification, the availability of which should be confirmed prior to specification = Material specification does not apply
Section properties L 200 x 150 x 16 mm 1 = 76 mm J = 76 mm H = 57 mm G = 64 mm HID G H 200 x 150 x 16 mm Material Properties 140 150 50 50 fy = 248 Mpa fu = 400 Mpa Bolt properties dbolt = 19 mm
Transcribed Image Text:Section properties L 200 x 150 x 16 mm 1 = 76 mm J = 76 mm H = 57 mm G = 64 mm HID G H 200 x 150 x 16 mm Material Properties 140 150 50 50 fy = 248 Mpa fu = 400 Mpa Bolt properties dbolt = 19 mm
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