Wh = 20ft 20-ft e 20ft Toad and desian factored load docams fec a bea

For the column shown below, create an interaction diagram on Excel for bending about the strong axis and email it to the instructor. Show the nominal strength as well as the ACI strength including the strength reduction factor, . Utilize the full capacity of the ACI 318. For the graph, the y-axis shall be the axial load and the x-axis shall be the moment. Plot the factored loads, as points, for the various combinations and indicate them in a key. Additionally, plot the same load on the appropriate interaction diagram from the textbook and the provided a copy of that interaction diagram along with the spreadsheet. All work must be your own. Do not collaborate with classmates. Given: f= 4,000 psi fy = 60,000 psi Comb. 120 Design Loads Pu K 780 525 404 570 160 3 4 5 Muy FT-K 62 180 275 145 320 18" 2.0"-> ..... V 20" 10-#7 Total 2.0" X

A W12x72 is used as a column and is supported by a concrete pier with top surface dimensions of 16 inch x 16 inch. f’c of column is 4,000 psi and is to carry a total service load of 250 kips with a Live load / Dead load = 3/2. Use LRFD solution. If B=N=14 inches, what is the minimum required computed thickness of the column base plate in inch? Express your answer in three decimal places. Use A36 for base plate.

Problem 1. A W30 x 116 beam has the top flange restrained against lateral displacement and rotation and has an unstiffened web. A point load is applied to the top flange at 2m. From the left support. The beam spans 12 m. Use A36 steel with yield strength of Fy = 248 Mpa. a. Compute the maximum value of point loadthat may be applied without web yieldingoccurring. Properties of W30 x 116d = 762 mmK = 41.28 mmbf = 266.7 mmtf = 21.59 mmtw = 14.33 mm