Please answer number 10.please show all the solutions step by step 10.0 A PL 10 mm × 150 mm tension member is welded to a gusset plate as shown. The steel is A36.Assume that Ae = Ag and compute the following.a. The design strength for LRFD.b. The allowable strength for ASD.PL10 x 150Ans, a) Pu = 334.8 kN; b) Pa = 223.2 kN11.0 A C8 x 11.5 is connected to a gusset plate with 22 mm diameter bolts as shown. The steel is A572 Grade 50. If th 4/5member is subjected to dead load and live load only, what is the total service load capacity if the live-to-dead loadratio is 3? Assume that Ae = 0.85An.Use LRFD.b. Use ASD.Properties of A572 Grade 50:Fy = 345 MPaC8 × 11.5::

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10.0 A PL 10 mm × 150 mm tension member is welded to a gusset plate as shown. The steel is A36. Assume that Ae = Ag and compute the following. a. The design strength for LRFD. b. The allowable strength for ASD. PL10 x 150 Aus. a) Pu = 334.8 kN; b) Pa = 223.2 kN

10.0 A PL 10 mm × 150 mm tension member is welded to a gusset plate as shown. The steel is A36. Assume that Ae = Ag and compute the following. a. The design strength for LRFD. b. The allowable strength for ASD. PL10 x 150 Aus. a) Pu = 334.8 kN; b) Pa = 223.2 kN

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Concept explainers

Introduction to Engineering Design

Students are often confused with engineering and design. The term engineering design has two words with different meanings, engineering, and design. The term engineering implies applications of laws and principles of science to design and analyze physical structures and components. In civil engineering, students apply the concept of physics and chemistry to design and build structures and buildings. In engineering disciplines, the term design means determining the dimensions, loads, and associated influences on the component due to the applied loads such as stresses and deformations. The estimation of such parameters is crucial to make the component or structure foolproof.

Question

Please answer number 10.please show all the solutions step by step

10.0 A PL 10 mm × 150 mm tension member is welded to a gusset plate as shown. The steel is A36.
Assume that Ae = Ag and compute the following.
a. The design strength for LRFD.
b. The allowable strength for ASD.
PL10 x 150
Ans, a) Pu = 334.8 kN; b) Pa = 223.2 kN
11.0 A C8 x 11.5 is connected to a gusset plate with 22 mm diameter bolts as shown. The steel is A572 Grade 50. If th 4/5
member is subjected to dead load and live load only, what is the total service load capacity if the live-to-dead load
ratio is 3? Assume that Ae = 0.85An.
Use LRFD.
b. Use ASD.
Properties of A572 Grade 50:
Fy = 345 MPa
C8 × 11.5
::

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