### K-Truss Analysis Using the Method of Sections**Questions:**1. **(a)** Establish whether the truss is statically determinate. Justify your answer mathematically.2. **(b)** Determine the reactions at the supports A and K.3. **(c)** Apply cuts 1 and 2 to determine the forces in members DE, QE, and OP. State whether these members are in compression or tension.**Diagram:**The diagram is of a K-truss structure. Key features include:- Multiple panels labeled C through I.- Support reactions are located at points A and K.- External loads applied: 1800 lb at C, 1000 lb at P, 1200 lb at O, and 2000 lb at M.- The truss consists of six panels, each 4 feet wide.- Points P and O are highlighted with red cuts labeled ① and ②.---### Problem 2: Antenna Support Truss Analysis**Description:**An antenna and its supporting structure weigh 300 lb with the mass center at point C. It's assumed that 1/4 of the weight is supported by pins at A and B, with the rest carried by an identical truss behind the one shown.**Questions:**1. **(a)** Establish whether the truss is statically determinate. Justify your answer mathematically.2. **(b)** Compute the horizontal components of the pin reactions at A and B.3. **(c)** Find the forces in members DF, DG, AH, and AB. Identify which force depends on the assumption about "1/4 of the weight".**Diagram:**Similar to the K-truss, featuring multiple triangles typically used for stability. Forces are distributed across its nodes.---**Note:** Detailed mathematical calculations are necessary to resolve the queries in both problems.

As per guidelines we need to answer only first question so please repost rest questions separately

y the method of sections to the analysis of the K-truss depicted in the figure below. stions: Establish whether the truss is statically determinate. Justify your answer mathematically. Determine the reactions at the supports A and K. Apply cuts 1 and 2 to determine the forces in members DE, QE, and OP and state whether these bers are in compression or tension. 1800 lb B A C 1000 lb D I E R O F N 1200 lb Six panels @ 4 ft G S M 2000 lb H T L K 3 ft 1+ O 3 ft oblem 2 ntenna on a testing range, together with its supporting structure, weighs 300lb with a mass center

y the method of sections to the analysis of the K-truss depicted in the figure below. stions: Establish whether the truss is statically determinate. Justify your answer mathematically. Determine the reactions at the supports A and K. Apply cuts 1 and 2 to determine the forces in members DE, QE, and OP and state whether these bers are in compression or tension. 1800 lb B A C 1000 lb D I E R O F N 1200 lb Six panels @ 4 ft G S M 2000 lb H T L K 3 ft 1+ O 3 ft oblem 2 ntenna on a testing range, together with its supporting structure, weighs 300lb with a mass center

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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